HomeMy WebLinkAbout2021-06-21-I07 Painted Woods South Townhomes_Preliminary PlatAGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: June 21, 2021
AGENDA ITEM:Consideration of approval of a resolution approving a preliminary plat for
Painted Woods South Townhomes
FORMAT:Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat
for a 8.47-acre development for a multi-family townhome development
located north of Interstate 80 and east of Ute Avenue/R-22. The plat identifies
83 townhome lots as well as Outlot ‘X’. Public utilities will be extended into
the site from Prairie Bluff Drive.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the preliminary plat request at their meeting on May 25, 2021
and recommended approval:
Approval of a Preliminary Plat for Painted Woods South Townhomes
Senior Planner Melissa DeBoer introduced the request for approval of a preliminary plat, final plat,
and site plan for a townhome development as submitted by the applicant, D.R. Horton. The property is
located north of Interstate 80 and east of Ute Avenue/R-22 and contains approximately 8.47 acres. The
subject property has previously gone through a similar review, however the previous applicant has
since withdrawn the May 2020 proposal.
Mrs. DeBoer advised that the project includes a total of 18 townhome buildings containing two to six
units each and totaling 83 units on the site. Each unit accounts for one lot, each lot standing at 1,352
square feet in size and each housing unit being approximately 1,430 square feet in size. Outlot X is
identified on the concept plan and includes all common areas, including private streets, open space,
and detention basins. This outlot will be maintained by a homeowners association. Access into the
development is provided at two points off of Prairie Bluff Drive, and all interior streets will be
privately owned and maintained. A trail is identified on the north of the site, public utilities will serve
the site, and Stormwater will be accommodated with the detention basins located on the north side of
the site to be maintained by the association. At this time parking, landscaping, open space, and lighting
ordinance requirements have been met.
Staff would recommend approval subject to any remaining staff comments and review of the legal
documents.
Commissioner Hoifeldt questioned what the zoning to the property to the west of the
development. Mrs. DeBoer advised that it was currently zoned A-1 and C-1 with a general
identified use of office/commercial.
I7
Commissioner Koshy questioned if there was an exception for this development to use vinyl
siding. Mrs. DeBoer advised that there is not a requirement in regards to vinyl siding on a
townhome product.
Commissioner Streit moved to approve the Preliminary Plat for Painted Woods South Townhomes Plat
1 subject to any remaining staff comments and review of the legal documents. Commissioner
Broderick seconded the motion. Ayes: Streit, Koshy, Conley, Broderick, Ward, and Hoifeldt. Nays:
None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Preliminary Plat
PREPARED BY:Melissa DeBoer, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE PRELIMINARY PLAT FOR PAINTED WOODS SOUTH
TOWNHOMES
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Painted Woods South Townhomes on May 25, 2021; AND,
WHEREAS, the Preliminary Plat for Painted Woods South Townhomes is in general
conformance with section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 21st day of June, 2021 that the Preliminary Plat for Painted Woods South Townhomes be
approved subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Painted Woods South Townhomes –
Preliminary Plat, Site Plan and Final Plat
PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: May 21, 2021
MEETING DATE: May 25, 2021
GENERAL INFORMATION
Applicant: DR Horton
Owner: West Side Land Company
Project Manager: Branden Stubbs, Stubbs Engineering
Request: The applicant is requesting approval of a preliminary
plat, site plan and final plat for a multi-family
townhome development.
Location and Size: Property is located north of Interstate 80 and east of
Ute Avenue/R-22, containing approximately 8.47
acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
May 21, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Medium Density
Residential
R-4 (Row Dwelling and
Townhome Dwelling District)
North Vacant – Undeveloped Medium Density
Residential R-1 (Single Family Residential
District)
South Interstate 80 N/A N/A
East Single Family Residential Medium Density
Residential R-2 / PD-1 (One and Two Family
Residential District with a
Planned Development Overlay)
West Agricultural and Retail Community
Commercial A-1 (Agricultural) & C-1
(Community & Highway Service
Commercial District)
BACKGROUND
The subject property was originally platted as Outlot ‘T’ of Painted Woods South Plat 1. The property was
zoned R-4, Row Dwelling and Townhome Dwelling District, with the overall rezoning for the Painted Woods
South Development. The R-4 zoning district allows for the development of townhomes.
The Planning and Zoning Commission approved a preliminary plat, site plan and final plat for a townhome
development on the subject property in May 2020 from another applicant. That applicant has since withdrawn
their proposal.
PROJECT DESCRIPTION
The project includes a total of 18 townhome buildings with a total of 83 townhome units for the entire site.
Each unit accounts for one lot for a total of 83 corresponding lots. The buildings range between two to six
units per building. Each lot is 1,352 square feet. Each unit is 1,430 square feet in size.
The final plat identifies the 83 townhome lots as well as Outlot ‘X’ for all of the common areas, including the
private streets, open space, and detention basins. The outlot will be owned and maintained by the
homeowner’s association.
One monument sign is proposed at the west entrance to the site.
ACCESS AND PARKING
Two accesses are provided to this site off of Prairie Bluff Drive. All streets interior to the site will be privately
owned and maintained by the association.
A total of 183 parking spaces are required for this project (1 space per 5 units for visitor parking, plus 2
spaces per unit) and a total of 183 spaces are provided, including 2 accessible parking stalls. This includes 2
attached garage spaces per unit.
May 21, 2021
3 of 3
SIDEWALKS/TRAILS
An eight-foot wide trail will be included to the north of the site, along the south side of Prairie Bluff Drive.
Five-foot wide, private sidewalks are shown throughout the development in order to provide internal
pedestrian access as well as provide access to and from the trail located along the public street.
UTILITIES
This site will be serviced with all public utilities. Sanitary sewer and water services will be brought into the site
from Prairie Bluff Drive. All utilities within the site will be privately owned and maintained.
Storm water will be accommodated with the detention basins located on the north side of the site. These will
be owned and maintained by the association.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 49%.
This project includes 25-foot landscape buffers along all sides of the site. Plantings are being provided
throughout the site in compliance with the Landscape & Open Space Ordinance.
ELEVATIONS
The elevations of the buildings are proposed to be constructed of vinyl siding, board and batton siding and
stone. All buildings are two-story and each unit includes a two-car garage. There are several color palettes
proposed in different shades of gray, tan and white. Elevations of the proposed buildings have been provided
for review along with the proposed color schemes.
LIGHTING PLAN
No exterior lighting for the internal streets has been proposed at this time. General exterior residential house
lighting will be provided on the exterior of each unit.
COMPREHENSIVE PLAN
The Comprehensive Plan classifies the subject property as Medium Density Residential. The Medium Density
Residential classification provides for a variety of attached side-by-side townhome and row home products.
The Plan states that neighborhoods should include a variety of housing options that accommodate a range of
needs, price points and life stages of residents.
STAFF RECOMMENDATION
The proposed preliminary plat, site plan and final plat are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, Site Plan Ordinance and Comprehensive Plan. Staff recommends approval subject to
any remaining staff comments and review of the legal documents.
PRELIMINARY PLAT & SITE PLAN
FOR
PAINTED WOODS SOUTH
TOWNHOMES
WAUKEE, IA
PREPARED BY
STUBBS ENGINEERING
SITE AREA:
8.47 ACRES (368,821 SF)
ZONING:
R-4: ROW DWELLING AND TOWNHOME DWELLING DISTRICT
SETBACKS:
FRONT YARD: 30 FT.
SIDE YARD: 15 FT. TOTAL
REAR YARD:30 FT.
IMPERVIOUS SURFACE CALCULATIONS:
TOWNHOMES = 97,110 SF
DRIVEWAYS = 33,892 SF
PAVE = 46,832 SF
SIDEWALKS = 8,850 SF
TOTAL IMPERVIOUS SURFACE: = 186,684 SF
TOTAL OPEN SPACE REQUIRED:
368,821 SF * 20% = 73,764 SF
TOTAL OPEN SPACE PROVIDED:
182,137 SF (49.4%)
UNITS:
83 UNITS (9.80 UNITS PER ACRE)
PARKING:
TOTAL REQUIRED:
1 SPACES PER 5 UNITS = 17 STALLS
2 SPACES PER UNIT = 166 STALLS
TOTAL = 183 STALLS
TOTAL PROVIDED:
PARKING SPACES = 17 STALLS
GARAGE/DRIVEWAY = 166 STALLS
TOTAL = 183 STALLS
ACCESSIBLE PARKING (VISITOR STALLS):
REQUIRED = 1 ACCESSIBLE STALL
(FOR 1-25 PARKING SPACES)
PROVIDED = 2 STALLS
OWNER:
WEST SIDE LAND COMPANY
9550 HICKMAN ROAD, SUITE 101
CLIVE, IA 50325
CONTACT: TOBY TORSTENSON
DEVELOPER:
DR HORTON
1910 SW PLAZA SHOPS LANE
ANKENY, IA 50023
CONTACT: JOSH MOULTON
PHONE: (515) 965-7876
ENGINEER/SURVEYOR:
STUBBS ENGINEERING
431 NE 72ND ST
PLEASANT HILL, IA 50327
CONTACT: BRANDEN STUBBS
PHONE: (515) 979-8499
SHEET INDEX:
1 - COVER SHEET
2 - NOTES
3 - DETAILS
4 - PRELIMINARY PLAT
5 - HYDRANT COVERAGE
6 - DIMENSION PLAN
7 - DIMENSION PLAN
8 - GRADING PLAN
9 - GRADING PLAN
10 - GRADING PLAN
11 - UTILITY PLAN
12 - UTILITY PLAN
13 - EROSION CONTROL PLAN
14 - LANDSCAPE PLAN
VICINITY MAP:
PROJECT NUMBER:
ENGINEER:
DRAWN BY:
PAGE NUMBER:
DATE:
BWSSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 849920-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IADEVELOPMENT SCHEDULE:
GRADING = APRIL 2021
UTILITIES = MAY 2021
PAVING = JUNE 2021
COMPLETE = JULY 2021
LEGEND:
EXISTING WATER
EXISTING STORM
EXISTING SANITARY
PROPOSED WATER
PROPOSED STORM
PROPOSED SANITARY
FIRE HYDRANT
WATER MAIN VALVE
STORM INTAKE
STORM FLARED END
STORM MANHOLE
SANITARY MANHOLE
STREET LIGHT
S
-E W-
-E ST-
-E SS-
-P W-
-P ST-
-P SS-
JA
1COVER SHEETI HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY
ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.
___________________________________________________________________________
BRANDEN W. STUBBS, P.E.DATE
LICENSE NUMBER:25335
MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022
PAGES OR SHEETS COVERED BY THIS SEAL:
___________________________________________________________________________
___________________________________________________________________________
BRANDEN W.
STUBBS
25335
I OWALICENSED PR O F E S S I O
N
A
L
ENGINEERPRELIMIN
A
R
Y
INTERSTA
T
E
8
0
SITE LOCATION
INDIAN RIDGE DR
UTE AVE / R22PRAIRIE BLUFF DR
LEGAL DESCRIPTION:
OUTLOT 'T', PAINTED WOODS SOUTH - PLAT 1, AN OFFICIAL
PLAT IN THE CITY OF WAUKEE, DALLAS COUNTY, IOWA AND
CONTAINING 8.47 ACRES (368,821 SQUARE FEET)
SUBMITTAL DATES:
1ST SUBMITTAL-01/14/21
2ND SUBMITTAL-02/08/21
3RD SUBMITTAL-03/02/21
4TH SUBMITTAL-03/30/21
5TH SUBMITTAL-04/21/21
6TH SUBMITTAL-05/12/21DAKOTA CIRWOODLAND CTROSE GLENEAGLE DRB
L
A
C
K
B
E
A
R
P
T
WILDWOOD CTWESTWIND CT
PROJECT NUMBER:
PAGE NUMBER:
DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
2NOTESGENERAL NOTES:
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. WHERE NOT OTHERWISE
COVERED BY THE ABOVE, IN THE NOTES BELOW, OR WITHIN THIS PLAN SET, AND THE LATEST EDITION OF THE IOWA SUDAS STANDARDS AND
SPECIFICATIONS SHALL GOVERN. CONSTRUCTION IS TO COMPLY WITH THE STATEWIDE URBAN STANDARD SPECIFICATIONS. THE 2021 EDITION IS
USED FOR CONSTRUCTION IMPROVEMENTS.
2.THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION
OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER
ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.
3.ALL DEBRIS AND DIRT SPILLED ON THE STREETS OR ADJACENT PROPERTY SHALL BE CLEANED UP BY THE CONTRACTOR AT THE END OF EACH
WORKDAY AND PRIOR TO A RAIN EVENT.
4.ALL CONSTRUCTION PROCEDURES AND MATERIALS TO MEET OR EXCEED MINIMUM REQUIREMENTS OF THE CITY. CONTRACTOR SHALL SUBMIT
SHOP DRAWINGS, CUT SHEETS OR MATERIAL SPECIFICATIONS TO CITY PUBLIC WORKS FOR APPROVAL ON ALL CONSTRUCTION MATERIALS USED
PRIOR TO CONSTRUCTION.
5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE
THE CONTRACTOR FROM COMPLYING WITH ANY AND ALL APPROPRIATE SAFETY REGULATIONS.
6.THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ALL REQUIRED WORK ZONE TRAFFIC CONTROL (VEHICULAR, BICYCLE, AND/OR PEDESTRIAN)
REQUIRED DURING ANY AND ALL OPERATIONS. THESE SHALL BE INSTALLED PRIOR TO BEGINNING WORK ON THE SITE. LANE CLOSURES MUST BE
APPROVED BY CITY OF WAUKEE.
7.THE CONTRACTOR(S) SHALL FURNISH AND PLACE ALL NECESSARY TEMPORARY SIGNS AND BARRICADES DURING CONSTRUCTION IN
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS. ALL ROADS SHALL BE
BARRICADED UNTIL ACCEPTANCE BY CITY. COORDINATE WITH CITY ON REMOVAL OF ANY CONFLICTING SIGNAGE. REMOVE ALL TEMPORARY
BARRICADES, SIGNAGE.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE CITY AND OTHER INSPECTION AGENCIES PROPER NOTICE OF 24 TO 48 HOURS FOR
THEIR REQUIRED INSPECTIONS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS FOR PERFORMING THE WORK.
10.ALL PERMITS FROM IDNR, IDOT, COUNTY AND/OR CITY, AND OTHER PERMITTING AGENCIES SHALL BE OBTAINED PRIOR TO THE START OF
CONSTRUCTION. THE CONTRACTOR(S) SHALL HAVE PAPER COPY ON SITE BEFORE COMMENCING CONSTRUCTION.
11.ANY DAMAGE DONE TO THE EXISTING AND/OR PROPOSED FENCES, YARDS, OR OTHER IMPROVEMENTS SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
12.THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, WEEKEND
WORK, AND/OR HOLIDAY WORK.
13.THE CONTRACTOR SHALL PROVIDE SUBMITTALS OF CONSTRUCTION MATERIALS PRIOR TO CONSTRUCTION.
14.ALL DISTURBED AREAS SHOULD BE RESTORED BY SODDING. ANY EXISTING ESTABLISHED LAWNS SHALL BE REPLACED WITH SOD. SOD
MAINTENANCE PERIOD SHALL BE WHEN SOD IS DEEMED ESTABLISHED BY THE CITY.
15.ALL CONSTRUCTION STAKING TO BE DONE UNDER THE DIRECTIONS OF A LICENSED ENGINEER OR LAND SURVEYOR.
16.NPDES GENERAL PERMIT #2 HOLDER IDENTIFIED IN CURRENT SWPPP SHALL PROVIDE WRITTEN VERIFICATION TO THE CITY ON COMPLIANCE WITH
THE GENERAL PERMIT #2 TOPSOIL REQUIREMENTS UPON COMPLETION OF THE PROJECT.
17.ALL CONCRETE SAWCUTTING/GRINDING SLURRY CONTAINMENTS AND DISPOSAL SHALL MEET CURRENT GENERAL PERMIT #2 REQUIREMENTS.
18.ANY CHANGES TO THE PROPOSED PLAN SHALL BE SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT IN WRITING PRIOR TO
IMPLEMENTATION. CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH CHANGES MADE WITHOUT CITY APPROVAL.
19.ADDITIONAL CLASS E RIP RAP MAY BE REQUIRED BY CITY OF WAUKEE.
20.ALL PAVEMENT REMOVAL WILL BE FROM JOINT TO JOINT.
21.PRECONSTRUCTION MEETING IS REQUIRED WITH CITY OF WAUKEE PRIOR TO CONSTRUCTION.
22.THE CITY WILL NOT BE RESPONSIBLE FOR PAVEMENT REPAIR DURING REPAIR/ REPLACEMENT PROCEDURES TO THE PUBLIC INFRASTRUCTURE.
23.DIRECTIONAL SIGNAGE SHALL BE PROVIDED
24.ALL STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOA.
25.STREET BLADE SIGNS TO BE INSTALLED AT THE TIME VERTICAL CONSTRUCTION BEGINS.
PCC PAVING NOTES:
1.ALL SUBGRADE UNDER SLAB TO BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY FOR A MINIMUM OF 12 INCHES.
MOISTURE CONTENT RANGE 0% TO +4% OF OPTIMUM.
2.MOISTEN SUBGRADE PRIOR TO PLACING CONCRETE.
3.ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
4.AGGREGATE SHALL BE CLASS 4.
5.CONCRETE SURFACES SHALL BE BURLAP FINISH. CHECK SURFACE WITH TEMPLATE. NO DEVIATION OVER 1/8” IN 10' IS PERMITTED. ALL
CONCRETE SHALL SLOPE TO DRAIN.
6.ALL CONCRETE SHALL BE CURED WITH AN ASTM C309 TYPE 2, WATER BASED WHITE PIGMENTED CURING COMPOUND PERIDOT SEC. 4105.
7.SAW CUT JOINTS AS SOON AS CONCRETE HAS SET ENOUGH TO PREVENT RAVELING AND PRIOR TO ANY CRACKING.
8.SAW CUTS TO BE 1/8” TO 1/4” WIDE; DEPTH: LONGITUDINAL T/3, TRANSVERSE T/4.
9.LONGITUDINAL JOINT SPACING SHALL NOT BE GREATER THAN 12'/ JOINT LAYOUT SHALL BE PER SUDAS, OR AS APPROVED BY THE
ENGINEER AND CITY. ADDITIONALLY, TRANSVERSE SPACING SHALL NOT BE GREATER THAN 15'.
10.BARS AT LONGITUDINAL JOINTS TO BE 5/8” (#5) X 30” DEFORMED AT 30” O.C. ALL BARS SHALL BE EPOXY COATED.
11.ALL JOINTS SHALL BE FILLED PER 2021 SUDAS AND CITY OF WAUKEE SUPPLEMENTAL SPECIFICATIONS
12.THE CONTRACTOR TO BARRICADE SLAB FOR AT LEAST 14 DAYS AFTER PLACING CONCRETE.
13.PAVING THICKNESS SHALL BE PER THE TYPICAL SECTIONS, OR AS NOTED.
13.1. ALL ROADWAYS SHALL INCLUDE 12 INCHES OF SUBGRADE PREPARATION.
13.2. ANY AND ALL PATCHES MATCH EXISTING PAVEMENT SECTION.
13.3. ALL STREET PAVEMENTS SHALL BE SIX (6”) INCHES NON-REINFORCED PCC PAVEMENT, UNLESS OTHERWISE NOTED.
13.4. SIDEWALKS SHALL BE FOUR (4”) INCHES PCC AND SEVEN (7) FEET WIDE, UNLESS OTHERWISE NOTED. SIDEWALKS SHALL AT LEAST
MATCH DEPTH OF DRIVEWAY/ENTRY WHEN SHOWN IN DRIVEWAY/ENTRY.
14.THE CONTRACTOR(S) SHALL SUBMIT DESIGN MIX AS DESIGNED BY INDEPENDENT TESTING LABORATORY PRIOR TO PLACING ANY
CONCRETE.
15.ALL WORK TO COMPLY WITH CURRENT ACI STANDARDS.
16.FULL DEPTH SAW CUT (TO SQUARE ENDS) AND TIE INTO EXISTING PAVEMENT, AS REQUIRED.
DEMOLITION:
1.THE CONTRACTOR IS RESPONSIBLE FOR CLEARING & GRUBBING THE SITE;
AND THE REMOVAL & DISPOSAL OF ANY DELETERIOUS AND EXCESS
MATERIALS LEGALLY FROM THE SITE.
2.ALL MATERIALS SHALL BE LEGALLY DISPOSED OF AT A CONTRACTOR
SUPPLIED DISPOSAL SITE THAT IS APPROVED TO ACCEPT REMOVED
MATERIALS.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, CHARGES, TESTING,
AND TRANSPORTATION ASSOCIATED WITH THE REMOVED MATERIALS. ALL
LOADS SHALL BE COVERED.
4.ONLY FULL DEPTH SAW CUTS TO NEAREST JOINT LINES(S) SHALL BE USED
PRIOR TO REMOVAL OF PAVEMENT, DRIVEWAYS, AND SIDEWALKS.
H.C.STALLS, RAMPS, AND SIDEWALK NOTES:
1.ALL INTERSECTION SIDEWALK RAMPS AND RELATED TURNING SPACE/CONNECTIONS SHALL BE
INSTALLED AS PART OF THE PLAT/ROADWAY IMPROVEMENTS.
2.GENERAL SIDEWALK CONSTRUCTION IS THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS. SEE 'PCC
PAVING NOTES' FOR DEPTHS.
3.ANY SIDEWALKS AND/OR TRAIL FRONTING OPEN AND/OR PUBLIC SPACES WHICH WILL NOT BE
DEVELOPED INTO BUILDABLE LOTS IN THE FUTURE WILL HAVE SIDEWALK AND/OR TRAIL INSTALLED
BY THE DEVELOPER WITH THE PUBLIC IMPROVEMENTS. SEE 'PCC PAVING NOTES' FOR DEPTHS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE PROPOSED SPOT ELEVATIONS.
5.ALL PEDESTRIAN FACILITIES - INCLUDING, BUT NOT LIMITED TO: SIDEWALK SLOPES, DROP CURBS,
GRADING, STRIPING, SIGNAGE, AND RAMP DETAILS - SHALL BE CONSTRUCTED TO MEET THE
CURRENT REQUIREMENTS/STANDARDS OF SUDAS, MUTCD, DOJ, ADAAG, AND PROWAG.
6.THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THAT THE RAMP, SIDEWALK, AND PARKING
AREAS ARE CONSTRUCTED PROPERLY TO MEET STANDARDS.
7.SHOULD DISCREPANCIES OCCUR ON THE PLAN OR WHAT IS REQUIRED BY THE INSPECTOR, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER.
8.THE TRAIL/PATH INSTALLATION IS REQUIRED THROUGH THE ADJOINING OPEN SPACE AS IDENTIFIED
BY THE PLANS, AND SIDEWALK SHALL BE INSTALLED ADJACENT TO OUTLOTS.
UTILITIES, GENERAL:
1.WORK SHALL INCLUDE CONNECTION TO EXISTING PUBLIC UTILITIES AND ANY AND ALL FITTINGS, CLEANOUT AND
APPURTENANCES REQUIRED BY CODES.
2.ALL UTILITY STATIONS IN PLAN VIEW ARE TIES TO CENTERLINE STREET STATIONS, UNLESS OTHERWISE NOTED.
3.STORM AND SANITARY SEWER LENGTHS AND LINEWORK ARE SHOWN FROM THE SUDAS REFERENCE POINT LOCATIONS.
CONTRACTOR SHALL MODIFY THE PIPE LENGTHS DUE TO OPEN AREA INSIDE OF STRUCTURE AND CONNECTION LOCATIONS.
4.ALL TRENCHES SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR.
5.ALL TERMINI OF MAINS AND SERVICES SHOULD BE MARKED WITH A PAINTED STEEL POST. (WATER=BLUE, STORM=GREEN,
SANITARY=RED). POSTS SHOULD BE AT LEAST SIX (6) FOOT POST WITH FOUR (4) FEET EXPOSED ABOVE GROUND.
6.MAINTAIN A MINIMUM OF VERTICAL SEPARATION OF 18-INCHES AND A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET
BETWEEN SANITARY AND STORM SEWERS WITH WATERMAINS.
7.MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18-INCHES BETWEEN STORM SEWER AND WATERMAIN.
8.FULL DEPTH COMPACTION REQUIRED AT ALL STREET CROSSINGS. NOTE THAT DENSITY TEST REPORTS FROM TESTING LAB
WILL BE BY DEVELOPER.
9.THE UTILITY CONTRACTOR SHALL PROVIDE TO THE DEVELOPER THE MEASUREMENTS OF ALL SANITARY AND STORM
SEWER, WATER, AND FOOTING DRAIN SERVICES FROM LOT CORNERS.
10.ALL UTILITY CONTRACTOR AND/OR OWNERS SHALL BE RESPONSIBLE TO PROVIDE THE CITY WITH “AS-BUILT” DRAWINGS OF
ALL IMPROVEMENTS.
11.ALL SERVICES LINES TO THE BUILDING AND ALL UTILITY LINES IN THE ADJOINING RIGHT-OF-WAY SHALL BE LOCATED
UNDERGROUND.
12.ALL CASTING(S) ARE PER THE RESPECTIVE SUDAS DETAIL, UNLESS OTHERWISE NOTED.
13.ALL SERVICES LAYS TO COMPLY WITH WAUKEE TYPICAL SERVICE LAYOUT.
14.ALL MANHOLES WILL BE ROTATED AWAY FROM SIDEWALKS.
15.ALL CONNECTIONS TO EXISTING PUBLIC UTILITIES AND TESTING SHALL BE WITNESSED BY THE CITY OF WAUKEE PUBLIC
WORKS DEPARTMENT.
16.ALL UTILITIES ARE TO BE TO CITY OF WAUKEE STANDARDS AND THE CITY IS TO WITNESS ALL TESTING
17.ALL UTILITIES ARE TO BE PRIVATELY OWNED AND MAINTAINED.
GRADING NOTES:
1.PUBLIC RIGHTS-OF-WAYS SHALL MEET THE 2021 SUDAS REQUIREMENTS FOR TOPSOIL.
2.ALL AREAS ARE TO HAVE 8 INCHES OF TOPSOIL.
3.PROOF ROLL THE EXPOSED SUBGRADE AND REPLACE WITH COMPACTED FILL TO BOTTOM OF CONCRETE DRIVES, CURBS, WALKS AND BUILDING
FLOOR ELEVATION.
4.NATIVE OR EXISTING ON-SITE SOILS MAY BE REUSED FOR COMMON FILL AFTER THEY ARE SORTED TO REMOVE ALL DELETERIOUS MATERIALS SUCH
AS CONCRETE, BRICKS, AND OTHER RUBBLE. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THE PROJECT SITE. ALL EXCESS MATERIALS SHALL
BE REMOVED FROM THE SITE BY THE CONTRACTOR. SEE DEMOLITION PLAN NOTES FOR DETAILS ON REMOVAL AND LEGAL DISPOSAL OF MATERIALS.
5.ANY SOFT SPOTS DISCOVERED DURING PROOF ROLLING SHALL BE REMOVED AND RECOMPACTED AND RETESTED.
6.ALL PAVEMENTS SHALL HAVE A MINIMUM OF 12 INCHES OF SELECT, COMPACTED MATERIAL OF CL OR ML CLASSIFICATION DIRECTLY BELOW THE
BOTTOM OF SLAB; OR OTHER ACCEPTED MATERIAL BY THE ENGINEER.
7.FILL SHALL BE PLACED IN UNIFORM LIFTS HAVING A MAXIMUM LOOSE THICKNESS OF NINE (9”) INCHES. COMPACTION BELOW SLABS AND PAVING AND
WALKS SHALL BE AT LEAST 95% OF STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY. COMPACT TO AT LEAST 90% AT ALL OTHER
LOCATIONS. MAINTAIN MOISTURE CONTENT OF CONTROLLED FILL ABOVE OPTIMUM DURING PLACEMENT AND COMPACTION.
8.THE ENTIRE SITE SHALL BE FINE GRADED WITH ELEVATION TOLERANCE OF ONE-TENTH (0.1) FOOT.
9.ALL CONTRACTORS SHALL ADHERE TO ALL RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEERING REPORT.
10.EXISTING ONSITE FILL SHALL BE FREE OF CONCRETE, GRAVEL, BRICK, CINDERS, GLASS, ORGANICS, AND OTHER LOW DENSITY/DEGRADABLE
MATERIAL.
11.ALL SPOT ELEVATIONS ARE TO THE TOP OF THE FINISHED SURFACE, UNLESS OTHERWISE SPECIFIED.
10.1 SPOT ELEVATIONS GOVERN OVER CONTOURS.
12.STRIP AND STOCKPILE ALL TOPSOIL FOR REUSE ON SITE. ALL AREAS NOT COVERED BY POND, PAVEMENT, OR BUILDINGS SHALL BE GRASS. SEEDED
AREAS SHALL BE PREPARED AS SPECIFIED IN SUDAS.
13.PROVIDE POSITIVE DRAINAGE FOR ALL LOCATIONS.
14.ADJUST TRAIL, SIDEWALK, AND SHARED USE PATH ELEVATIONS TO PROVIDE LABELED STORMWATER BASIN EMERGENCY OVERFLOW ROUTE AND WEIR
ELEVATIONS.
15.PERMANENT SMF'S SHALL BE USED AS TEMPORARY SILT BASINS. SEE SWPPP AND DETAIL SHEETS FOR MORE INFORMATION.
16.ALL RIPRAP SHALL BE PLACED OVER ENGINEERING FABRIC. AS HATCHED IN CONSTRUCTION PLANS, ALL AREAS OF THE EXISTING DITCH BOTTOM
AROUND END SECTIONS, AND EXISTING END SECTIONS DISCHARGING INTO DITCH SHALL BE COVERED WITH RIPRAP.
17.SUDAS SHALL APPLY TO GRADING, EROSION, AND ASSOCIATED WORK FOR THE PROJECT. THE CONTRACTOR SHALL ESPECIALLY OBSERVE THE
REQUIREMENTS OF THE SPECIFICATIONS (ALONG WITH THE EROSION CONTROL PLAN PREPARED FOR THE PROJECT) IN CONDUCTING GRADING AND
SURFACE RESTORATION WORK.
17.A.THE STORMWATER POLLUTION PREVENTION PLAN IS THE RESPONSIBILITY OF THE OWNER WHOM SHALL MAKE ALL CONSTRUCTION WORKERS
AWARE OF THE MAJOR PROVISIONS OF SAID PLAN
17.B.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH SIGNIFICANT STORM, TO LOCATE
DAMAGE AND CONDUCT MAINTENANCE OPERATIONS.
17.C. INSPECTION TO BE COMPLETED SHALL MEET GENERAL PERMIT #2 REQUIREMENTS.
17. PROVIDE TESTING REPORTS TO CITY.
WATERMAINS:
1.ALL PROPOSED WATERMAINS SHALL BE EIGHT (8”) INCHES, UNLESS OTHERWISE NOTED.
2.ALL WATERMAINS SHALL HAVE A MINIMUM OF FIVE AND ONE-HALF (5.5) FEET COVER OVER THE TOP
OF THE PIPE.
3.ALL WATERMAINS SHALL BE CONSTRUCTED AND TESTED TO WAUKEE STANDARD SPECIFICATION
STANDARDS IN ADDITION TO IDNR PERMIT APPLICATION.
4.ALL HYDRANTS SHALL BE 12 INCHES MINIMUM FROM SIDEWALKS OR 24 INCHES FROM TRAILS.
5.1 THE CONTRACTOR SHALL VERIFY BEFORE PLACING F.H.’S THAT NO PART OF THE F.H. SHALL BE
CLOSER THAN 12 INCHES TO A PROPOSED SIDEWALK.
5.2 F.H.’S SHALL ALSO BE PLACED ON THE EXTENSION OF LOT LINES AS SHOWN ON THE PLANS.
ADDITIONAL STAKE FOR LOT CORNERS AND SIDEWALKS SHALL BE SET
5.THE CONTRACTOR(S) SHALL PROVIDE AND INSTALL NECESSARY CONNECTIONS, FITTINGS, BENDS,
TEES, BLOCKING, SUPPORTS, ETC. NOTED PIPE LENGTHS DO NOT INCLUDE VERTICAL AND/OR
FITTING ADJUSTMENTS.
6.SITE WATERMAIN PIPING SHALL BE PVC, C900 DR18, UNLESS OTHERWISE LABELED.
7.SITE WATER SERVICE PIPING SHALL BE TYPE K COPPER, UNLESS OTHERWISE LABELED.
8.NO EXTENSIONS ARE ALLOWED ON FIRE HYDRANT ASSEMBLIES.
9.SEE OTHER PLAN SHEETS, IDNR WATER SUPPLY PERMIT APPLICATION AND PERMIT, SUDAS DESIGN
AND COORDINATION ITEMS.
10.FOR CROSSING OF WATER MAIN UNDER STORM SEWER, ONE FULL LENGTH OF RCP STORM SEWER
SHALL BE CENTERED OVER WATER MAIN. JOINTS ON EITHER SIDE SHALL HAVE RUBBER O-RINGS.
11.VALVE OPERATIONS SHALL BE COORDINATED WITH THE CITY OF WAUKEE PUBLIC WORKS
DEPARTMENT.
12.ALL FIRE HYDRANTS SHALL HAVE 5-INCH STORZ FITTINGS.
SANITARY SEWERS:
1.THE SANITARY SEWER PIPE BEDDING SHALL BE GRANULAR ENCASEMENT.
2.ALL PROPOSED SANITARY SEWER LINES SHALL BE EIGHT (8”) INCHES, UNLESS OTHERWISE NOTED.
3.ALL PIPE SHALL BE PVC, TRUSS PIPE.
4.ALL SANITARY SEWER SHALL BE CLEANED AND SHALL BE TELEVISED AFTER BACKFILL HAS BEEN IN PLACE A
MINIMUM OF 30 DAYS.
5.ALL SANITARY SEWER SHALL BE CONSTRUCTED AND TESTED TO WAUKEE STANDARD SPECIFICATION
STANDARDS IN ADDITION TO IDNR PERMIT APPLICATION.
6.ADJUSTMENT OF EXISTING MH RIM SHALL INCLUDE NEW BARREL SECTIONS.
7.THE SEWER SHOULD BE WELL BELOW THE FROST LINE AT ALL POINTS AND LOWER THAN ANY WATER LINES
PLACED NEARBY.
8.ALL WORK SHALL BE PER THE IDNR AND PLUMBING PERMITS.
9.3-PIECE CASTING FOR ALL MANHOLES IN PAVEMENT.
10.CHIMNEY SEALS REQUIRED FOR ALL MANHOLES.
STORM SEWER:
1.THE CONTRACTOR SHALL PLACE SILT FENCE AROUND ALL STORM SEWER INLET LOCATIONS, STEEP
SLOPES, OR AS DIRECTED BY THE CITY. ALL EROSION/SEDIMENTATION CONTROL SHALL BE SET UP
PRIOR TO CONSTRUCTION.
2.ANY STORM PIPE LOCATED UNDER PAVEMENT WITH LESS THAN TWO (2) FEET OF COVER SHALL
PROVIDE 24”X24” REINFORCEMENT ABOVE AND USE CLASS V RCP.
3.ALL PROPOSED STORM SEWER LINES SHALL BE AS NOTED FOR SIZE.
4.R.C.P. STORM SEWER TO BE 2000D (MINIMUM), USE STRENGTH REQUIRED BY SUDAS.
5.ANY FIELD TILE DISCOVERED OR DAMAGED DURING CONSTRUCTION SHALL BE TIED INTO THE STORM
SEWER SYSTEM OR REPAIRED/REPLACED; AND NOTIFY CITY OF WAUKEE AND ENGINEER AND BE
RECORDED ON AS-BUILTS.
6.THE LAST THREE (3) PIPE SECTIONS AND THE FLARED END SECTION ON ALL CULVERTS SHALL BE TIED.
ALL STORM SEWER JOINTS SHALL BE WRAPPED WITH ENGINEERING FABRIC.
7.CONTRACTOR WILL LAY SEWER PIPE AT THE BACK OF CURB IN ACCORDANCE WITH SUDAS DETAILS.
8.FOR CROSSING OF WATER MAIN UNDER STORM SEWER, ONE FULL LENGTH OF RCP STORM SEWER
SHALL BE CENTERED OVER WATER MAIN. JOINTS ON EITHER SIDE. 18" MINIMUM SEPARATION. STORM
SEWER LOCATED OVER THE WATER MAIN SHALL BE EITHER GASKETED OR CONSTRUCTED OF WATER
MAIN MATERIAL.
9.ALL STORM SEWERS ARE TO BE CLEANED AND TELEVISED. A COPY OF VIDEOS AND REPORT ARE TO BE
PROVIDED TO THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT.
PROJECT NUMBER:
PAGE NUMBER:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
JA
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
3DETAILSNOT TO SCALE
INSTALL A 24 INCH WIDE (MIN.) STRIP OF DETECTABLE WARNINGS AT THE
BACK OF CURB. EXTEND THE DETECTABLE WARNINGS ACROSS THE FULL
WIDTH OF THE RAMP.
PROVIDE A MINIMUM OF 6 INCHES OF CONCRETE
BELOW THE DETECTABLE WARNING PANEL.
DETECTABLE WARNINGS
(PROFILE)
0.9" TO 1.4"
DETECTABLE WARNING STRIP DETAIL
NOT TO SCALE
DETECTABLE WARNING ALIGNMENT
(TOP VIEW)
1
2
DETAIL A
LEVEL LINEBT-3
JOINT
5% MAX.
CROSS SLOPE
GUTTER
LINE
BACK
OF
CURB7.5"
6" MIN.
CURB RAMP
LENGTH VARIES
ROADWAY
PAVEMENT
50-65% OF
BASE DIAM.
0.9" TO 1.4"
1.6" - 2.4"
1.6" - 2.4"
0.2"
50-65% OF
BASE DIAM.
1 2 1/2"
MAX.
18"
PAVEMENT
SEE DETAIL A
12"
BROOM FINISH
SLOPE SURFACE 1/4" PER FOOT,
ALL SIDES, FOR DRAINAGE
CHAMFER EDGES IN LANDSCAPED AREAS,
TOOL FLUSH WITH ADJOINING
SURFACES IN PAVED AREAS.
4.00'4.00'12"2"3" CLR.
(TYP)
COMPRESSIBLE FILLER
BACK OF CURB
#4 @ 14" O.C. EA. WAY
COMPACTED GRAVEL OR CRUSHED
STONE (OMIT IF BEARING
IS ON SOLID ROCK)
FIRM UNDISTURBED SOIL OR
COMPACTED FILL
MAXIMUM FROST DEPTH
GENERAL NOTES
1.CONCRETE: 3000 PSI @ 28 DAYS, 6% AIR ENTRAINMENT 3" SLUMP, PLACE IN ACCORDANCE
WITH ACI-301.
2.REINFORCING STEEL: ASTM A615, GRADE 60.
3.THIS BASE DETAIL CAN BE USED FOR NEIGHBORHOOD DELIVERY AND COLLECTION BOX
UNITS (NDCBU) CLUSTER BOXES AND PARCEL LOCKERS WITH 4"X10" BOLT PATTERN.
4.REQUIRED EXPANSION BOLT CAPACITY, BASED ON CALCULATED DESIGN LOAD= 3100 LBS
TENSION, 2000 LBS SHEAR
5.MAILBOX PADS TO BE INSTALLED BY DEVELOPER
CLUSTER MAILBOX PAD DETAIL
CLASS 'A' 3" ROLLED CURB AND SIDEWALK
NOTE:
1.TRAVERSE JOINTS SHALL BE C
JOINTS AT 15' MAX. SPACING.
2.LONGITUDINAL JOINTS SHALL BE
INTERCHANGEABLE, L-1 OR KT-1.
3"
4" PCC SIDEWALK1" RADIUS
TOP OF CURB (TC)
FORM GRADE (FG)
12" SUBGRADE
PREPERATION
2' - 0"
NOT TO SCALE
2' - 6"
12"
Varies
FORM
GRADE
ELEV.
Slope as
per plans
3"
71
2''
NOT TO SCALE
3" P.C.C. DROP CURB
TYPICAL SECTION - 26' P.C.C. ROADWAY
6" P.C.C. PAVEMENT
12" SUBGRADE PREPARATION - TWO 6" LIFTS
NOT TO SCALE
L-1 JOINT
2.0'
4" SIDEWALK
3" DROP
CURB
3" DROP
CURB
26' B-B 5.0'
13.0'13.0'
2.0'
2% CROSS
SLOPE
2% CROSS
SLOPE
1.5% CROSS
SLOPE
9" MINIMUM DEPTH
I.D.O.T. SPECIFICATIONS
TT/2SEE DETAIL `B'
SEE DETAIL `B'
@ 30'' CENTERS
#5 TIE BAR
`BD'
15"T/2T@ 12'' CENTERS
(*) x 30" TIE BAR
PAV'T.
EXIST.
ABUTTING PAVEMENT JOINT
PAVING
T/2FUTURE
1'-6''
`H'
1/8''€ 1/16''
ROD
BACKER 1-1/8''MIN.
3/8''
6''
`DW'
1/8'' R.
18''T/23/8''
SAWCUT
(BOTH SIDES)
JOINT SEALER MATERIAL
TOP OF PAVEMENT
LENGTH, 15'' C-C
#5 TIE BAR, 36''
HEADER
CONC.
HEADER JOINT (END PAVEMENT)
STRENGTH IN ACCORDANCE W/
OF 10,000 lbs. OF PULL OUT
ANCHORAGE TO PROVIDE A MIN.
W/ TAPE
DETAIL `A'
DETAILS OF POURED JOINT FILLER
SEAL ENDS OF JOINT
1/8'' R.
WELL GREASED DOWEL SLEEVE
@ 12'' CENTERS *
SMOOTH DOWELS 18'' LONG
COMPOUND
JOINT SEALING
T1-1/4'' MIN.8-1/2''1''1''
`ED'T`C'
1-1/2'' IF T IS 10'' OR MORE
3/4'' IF T IS 7'' OR LESS
FOR EXPANSION
:T* DOWEL SIZE
3/4'' IF T IS 7'' OR LESS
1-1/4'' IF T IS MORE THAN 8''
& LESS THAN 10''
1-1/2'' IF T IS 10'' OR MORE
1'' IF T IS MORE THAN 7'' UP TO 8''
#5 IF T IS 8'' OR MORE
#4 IF T IS LESS THAN 8''
36'' TIE BARS @ 30'' CENTERS
T/2
SEE DETAIL `A'T/2T/2SEE DETAIL `A'
18'' DOWELS @ 12'' CENTERS *
SEE DETAIL `A'
ALTERNATE ENDS OF DOWELS SHALL
BE FREE MOVING IN THE ASSEMBLY
`CD'
DOWELED CONTRACTION JOINT
`L'
TRANSVERSE CONTRACTION JOINT
LONGITUDINAL CONTRACTION JOINT
EXPANSION JOINT
SAME SIZE AS DOWELS
MATERIAL W/ HOLES
1/2''
1'' EXPANSION JOINT * DOWEL SIZE:
NOTE:SAWCUT1-1/8''MIN.
3/8''
BACKER
ROD
3/8''
2-3/4''
T/2
DETAIL `B'
1/8''€ 1/16''
LIGHT SANDBLASTING
(BOTH SIDES)
SEAL ENDS OF
JOINT W/ TAPE
1-1/8''
1-3/4''TSLAB
FIRST
TYPICAL KEYWAY
CRACK OR JOINT LINE
DETAILS OF POURED JOINT FILLER
JOINT SEALER MATERIAL
TOP OF PAVEMENT
THAN 7''
#6 IF `T' IS LESS
THAN 7'' UP TO 8''
#8 IF `T' IS MORE
THAN 8''
(*) #10 IF `T' IS MORE
PAVING SHALL BE EPOXY-COATED.
3. ALL REINFORCING STEEL RODS, DOWELS OR TIE BARS USED IN THE PCC
1-1/4'' IF T IS MORE THAN 8'' & LESS THAN 10''
1'' IF T IS MORE THAN 7'' UP TO 8''
PLACING AND FINISHING OF CONCRETE.
ON CHAIRS AND SECURED AGAINST MOVEMENT WITH METAL STAKES DURING
2. ALL LOAD TRANSFER DEVICES AND TIE BARS SHALL BE POSITIONED
1. APPROVED DOWEL ASSEMBLIES SHALL BE USED FOR ALL `ED' & `CD' JOINT
PAV'T.
NEW
SHALL BE T/4
T/3 EXCEPT `C' JOINT
LIGHT SANDBLASTING
CRACK OR JOINT LINE
NON-REINFORCED CONCRETE
PAVEMENT JOINTS
END OF DAY'S WORK JOINT (NON-WORKING)
NOT TO SCALE
VARYING DRIVEWAY
CROSS SLOPE
VARYING DRIVEWAY
CROSS SLOPE
4" SANITARY SEWER SERVICE
6-8' DEEP AT CENTER OF LOT
1" WATER SERVICE
5.5' DEEP
24"
NOT TO SCALE
SERVICE LOCATION DETAIL
NOTES:
1. PLACE ONE 6' STEEL POST BURIED 3' AT
WATER CURB BOX.
PAINT WATER SERVICE BLUE.
2. BRING END OF SERVICE PIPE TO A
MINIMUM OF 1-FT ABOVE FINISHED GRADE
USING TWO 45° BENDS; PLACE WATER
TIGHT CAP ON THE END OF THE SERVICE
PIPE; PLACE 6' STEEL POST PAINTED RED
NEXT TO SERVICE PIPE STUB.
13.00'4.00'13.00'24.33'19.75'11.67'6.25'32.00'9.00'5.58'
TYPICAL SYDNEY DIMENSION PLAN
NOT TO SCALE
TOTAL SQUARE
FOOTAGE OF UNIT:
MAIN FLOOR = 649 SF
SECOND FLOOR = 982 SF
GARAGE = 419 SF
TOTAL = 2,049 SF
20.42'20.67'DATE:
0" TO 6"
HYDRANT ASSEMBLY DETAIL
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP
WP WP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W E STE W
E W
E W
E W
E W
E W E W E W E W E W E W E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W E W E W E W E W E W E W E W E W
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS E SS E SS E SS E SS
E ST
E ST E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST E ST E ST E ST E ST E ST E STE STE STE SSE SSE SSE STE STE STP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W1
2
3
4
5
6
7
8
9
10
11
12
39
38
37
36
35
34
33
32
31
30
42 43 44 45 46 47 48 49 50 51 52 53 54 55
69 68 67 66 65 64 63 62 61 60 59 58 57 56
70 71 72 73 74 75 76 77 78 79 80 81 82 83
16 17 18 19 20 21 22 23 24 25 26 27 28 29
13
14
15
40
41
N0° 30' 22"E 464.71'S87° 38' 24"W 124.61'
N81° 39' 00"E
1
9
1
.
5
2
'
S85° 58' 44"E 155.15'
S83° 41' 59"E
1
5
1
.
7
6
'
S72°
1
3
'
2
9
"
E
6
6
.
5
2
'N0° 00' 02"W 558.77'S70°
5
2
'
1
0
"
E
6
9
.
4
6
'
D=019°14'07"L=347.47'R=1035.00'CH=345.84'CHB=N80°29'32.56"W
N83° 40' 39"E 11.15'E SSE SSE SST T
T T
TT
TT
TT
T
T
D=025°26'5 4"L=273.16'R=615.00'CH=270.92'CHB=N83°36'48.25"W
PROJECT NUMBER:
PAGE NUMBER:
DATE:
ENGINEER:
DRAWN BY:
UTILITY NOTE:
UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND
FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO
GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE
EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE
DETERMINED BY THE CONTRACTOR. IT IS ALSO THE
RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY
ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE
PLANS ARE PRESENT IN THE FIELD.30' SETBACKBWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
4PRELIMINARY PLATSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499JUNIPER DR
Feet
0 30 60
30' SETBAC
K 30' SETBACK30'
S
E
T
B
A
C
K
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
31'
B-B 70'
ROW
EXISTING 30'
SANITARY EASEMENT
BK:2020 PG:17974
EXISTING 20'
STORM EASEMENT
BK:2020 PG:17978
EMBER DRGLENVIEW STEASTON STPRAI
R
I
E
B
L
U
F
F
D
R
I
V
E
EXISTING 10' OVERLAND
FLOWAGE EASEMENT
BK:2020 PG:17976
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING OVERLAND
FLOWAGE EASEMENT
BK:2020 PG:17976
EXISTING 15' PUE
BK:2020 PG:17973
EXISTING 10' PUE
BK:2020 PG:17973
EXISTING 30'
SANITARY EASEMENT
EXISTING 20'
STORM EASEMENT
6" PCC6" PCC
6" PCC 6" PCC10' PUE
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 10' WATER
MAIN EASEMENT
26' INGRESS/
EGRESS EASEMENT
PRIVATE 10' WATER
MAIN EASEMENT
26' INGRESS/
EGRESS EASEMENT
10' PUE
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
10' PUE
PRIVATE 10' WATER
MAIN EASEMENT
10' PUE
26' INGRESS/
EGRESS EASEMENT
26' INGRESS/
EGRESS EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 10' WATER
MAIN EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 10'
STORM SEWER
EASEMENT
10' PUE
10' PUE
10' PUE
5' PUE
5' PUE
5' PUE
5' PUE 5' PUE
5' PUE 5' PUE
5' PUE 5' PUE
5' PUE5' PUE
5' PUE
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
STORM DETENTION
EASEMENT
STORM DETENTION
EASEMENT
PAVEMENT THICKNESS
SHALL BE 8"
WITHIN PUBLIC ROW
PAVEMENT THICKNESS
SHALL BE 8"
WITHIN PUBLIC ROW
MONUMENT SIGN
METER PIT
OUTLOT A
4' X 12' CBU PAD 4' X 8' CBU PAD
4' X 12' CBU PAD
4' X 8' CBU PAD
(4102)
(4106)
(4110)
(4114)
(4118)
(4122)
(4132)
(4136)
(4140)
(4144)
(4148)
(4152)
(4162)
(4166)
(4170)
(360)(356)(352)(348)(344)(340)(336)(332)(328)(324)(316)(312)(308)(304)
(4181)
(4177)
(4173)
(4169)
(4165)
(4151)
(4147)
(4143)
(4139)
(4135)
(4105)
(4109)
(361)(357)(353)(349)(345)(337)(333)(329)(325)(321)(313)(309)(305)(301)
(302)(306)(310)(314)(322)(326)(330)(334)(338)(346)(350)(354)(358)(362)
(359)(355)(351)(347)(343)(339)(335)(331)(327)(323)(315)(311)(307)(303)
10' LOT SETBACK
25' BUILDING SETBACK
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP
WP WP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W E STE W
E W
E W
E W
E W
E W E W E W E W E W E W E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W E W E W E W E W E W E W E W E W
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS E SS E SS E SS E SS
E ST
E ST E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST E ST E ST E ST E ST E ST E STE STE STE SSE SSE SSE STE STE STP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W1
2
3
4
5
6
7
8
9
10
11
12
39
38
37
36
35
34
33
32
31
30
42 43 44 45 46 47 48 49 50 51 52 53 54 55
69 68 67 66 65 64 63 62 61 60 59 58 57 56
70 71 72 73 74 75 76 77 78 79 80 81 82 83
16 17 18 19 20 21 22 23 24 25 26 27 28 29
13
14
15
40
41 E SSE SSE SSPROJECT NUMBER:
PAGE NUMBER:
DATE:
ENGINEER:
DRAWN BY:
UTILITY NOTE:
UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND
FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO
GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE
EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE
DETERMINED BY THE CONTRACTOR. IT IS ALSO THE
RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY
ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE
PLANS ARE PRESENT IN THE FIELD.
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
5HYDRANT COVERAGESTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499Feet
0 30 60EXISTING 150'
HYDRANT
RADIUS
EXISTING 150'
HYDRANT
RADIUS
EXISTING 150'
HYDRANT
RADIUS
150' HYDRANT
RADIUS (TYP.)
EXISTING 150'
HYDRANT
RADIUS
JUNIPER DR
EMBER DRGLENVIEW STEASTON STPRA
I
R
I
E
B
L
U
F
F
D
R
I
V
E
OUTLOT A
26'26'26'55'26'26'26'55'
55'
55'26'26'26'26'26'55'26'26'26'26'26'55'
55'
55'
55'26'26'26'55'26'26'26'55'
55'
55'26'26'26'26'26'55'26'26'26'26'26'55'
55'
55'
55'26'26'26'55'26'26'26'55'
55'
55'26'26'26'26'26'55'26'26'26'26'26'55'
55'
55'
55'26'26'26'55'26'26'26'55'
55'
55'26'26'26'26'26'55'26'26'26'26'26'55'
55'
55'
55'55'26'26'26'26'26'26'55'26'26'26'26'26'26'55'55'55'55'55'55'26'26'26'26'26'26'55'26'26'26'26'26'26'55'55'55'55'55'5' SIDEWALK (TYP)55'55'26'26'55'26'26'55'55'
26'
26'
26'
55
'
26'
26'
26'
55
'5' SIDEWALK (TYP)5' SIDEWALK (TYP)OUTLOT A250,043 SQ FT5.74 ACRESTTTTTTT40
1,430 SF
14
1,430 SF
21
1,430 SF
16
1,430 SF
73
1,430 SF
64
1,430 SF
69
1,430 SF
45
1,430 SF
8
1,430 SF
2
1,430 SF
R15'R15'R3'R3'R25'
R25
'
R
2
5
'
23
1,430 SF
22
1,430 SF
20
1,430 SF
19
1,430 SF
18
1,430 SF
17
1,430 SF
15
1,430 SF
13
1,430 SF
12
1,430 SF
11
1,430 SF
10
1,430 SF
9
1,430 SF
7
1,430 SF
6
1,430 SF
5
1,430 SF
4
1,430 SF
3
1,430 SF
1
1,430 SF
41
1,430 SF
42
1,430 SF
43
1,430 SF
44
1,430 SF
46
1,430 SF
47
1,430 SF
48
1,430 SF
49
1,430 SF
62
1,430 SF
63
1,430 SF
75
1,430 SF
76
1,430 SF
77
1,430 SF
65
1,430 SF
66
1,430 SF
67
1,430 SF
68
1,430 SF
70
1,430 SF
71
1,430 SF
72
1,430 SF
74
1,430 SF R3
'
R3'
26'
B-B
26'
B-B 26'
B-B
20'
10'
10'
23'
(TYP)
27.5'
27.5'
14'
8'8'4'
37.4'
20'20'
98.7'
89.4'
27.9'
71'71'
65'65'
29'
89.8'
20'
20'
20'
20'
20'
20'20'
20'
22'
8'
17'10'18'15'
30'
30'
65'
47.4'
71'
15'15'15'15'
PROJECT NUMBER:
PAGE NUMBER:
DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
6DIMENSION PLANFeet
0 20 40
JUNIPER DR6" PCCEMBER DR6" PCCGLENVIEW ST
6" PCC
PRAIRIE BLUFF DRIVE26' INGRESS/
EGRESS EASEMENT
26' INGRESS/EGRESS EASEMENT26' INGRESS/EGRESS EASEMENTPRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10'
STORM SEWER
EASEMENT
EXISTING 15' PUE
BK:2020 PG:17973
EXISTING 10' PUE
BK:2020 PG:17973
10' PUE
10' PUE
10' PUE
PRIVATE 10' WATER
MAIN EASEMENT
PRIVATE 10' WATER
MAIN EASEMENT
PRIVATE 10' WATER
MAIN EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
30' SETBACK
30' SETBACK30' SETBACKEXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
PRIVATE 10' STORM
SEWER EASEMENT
5' PUE
5' PUE
5' PUE
5' PUE5' PUE
5' PUE 5' PUE
PRIVATE 10' STORM
SEWER EASEMENT
SUDAS TYPE A
DRIVEWAY UNTIL ROW
STOP SIGN
STORM DETENTION
EASEMENT
PAVEMENT THICKNESS
SHALLL BE 8"
WITHIN PUBLIC ROW
10' PUE
26' INGRESS/
EGRESS EASEMENT
8' TRAIL
4' X 8' CBU PAD
4' X 12' CBU PAD
MONUMENT SIGN
10' LOT SETBACK
25' BUILDING SETBACK
25' BUILDING SETBACK10' LOT SETBACK
55'26'26'26'26'26'55'26'26'26'26'26'55'55'55'55'55'26'26'26'26'26'55'26'26'26'26'26'55'55'55'55'55'26'26'26'26'55'26'26'26'26'55'
55'
55'
55'26'26'26'26'55'26'26'26'26'55'
55'
55'
55'26'26'26'26'55'26'26'26'26'55'
55'
55'
55'26'26'26'26'55'26'26'26'26'55'
55'
55'
55'26'26'26'26'26'26'26'26'55'
55'
55'
55'26'26'26'26'26'26'26'26'55'
55'
55'
55'26'26'26'26'26'26'26'26'55'
55'
55'
55'26'26'26'26'26'26'26'26'55'
55'
55'
5' SIDEWALK (TYP)5' SIDEWALK (TYP)5' SIDEWALK (TYP)OUTLOT A250,043 SQ FT5.74 ACRESTTTTT38
1,430 SF
31
1,430 SF
28
1,430 SF
83
1,430 SF
57
1,430 SF
54
1,430 SF
78
1,430 SF
50
1,430 SF
R15'R
1
5
'R15'R15'R
3
'R3'R2
5
'
R25'
26
1,430 SF
27
1,430 SF
29
1,430 SF
25
1,430 SF
24
1,430 SF
23
1,430 SF
22
1,430 SF
48
1,430 SF
49
1,430 SF
51
1,430 SF
52
1,430 SF
53
1,430 SF
55
1,430 SF
59
1,430 SF
58
1,430 SF
56
1,430 SF
80
1,430 SF
81
1,430 SF
82
1,430 SF
60
1,430 SF
61
1,430 SF
62
1,430 SF
63
1,430 SF
76
1,430 SF
77
1,430 SF
79
1,430 SF
34
1,430 SF
33
1,430 SF
32
1,430 SF
30
1,430 SF
35
1,430 SF
36
1,430 SF
37
1,430 SF
39
1,430 SF
26'
B-B
26'
B-B 26'
B-B
10'
10'
8.5'
23'
(TYP)
14'14'
29.7'31'
84.3'
101.5'
109.1'
46.8'
71'71'
71'71'
65'65'
83.3'
15'
20'
20'
20'
20'
20'
20'
20'
20'
20'20'
17'10'30'
30'
65'65'
15'15'15'15'
PROJECT NUMBER:
PAGE NUMBER:
DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
7DIMENSION PLANFeet
0 20 40
JUNIPER DR6" PCCEMBER DR6" PCCEASTON ST
6" PCC PRAIRIE BLUFF DRIVE26' INGRESS/EGRESS EASEMENT26' INGRESS/EGRESS EASEMENT26' INGRESS/
EGRESS EASEMENT30' SETBACK30' SETBACK 30' SETBACKEXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING 10' PUE
BK:2020 PG:17973
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
EXISTING 25' LANDSCAPE
BUFFER EASEMENT
BK:2020 PG:17977
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
EXISTING 30'
SANITARY EASEMENT
BK:2020 PG:17974
PRIVATE 10' WATER
MAIN EASEMENT
PRIVATE 10' WATER
MAIN EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
PRIVATE 10' STORM
SEWER EASEMENT
EXISTING 20' STORM
EASEMENT
BK:2020 PG:17978
10' PUE 10' PUE
10' PUE10' PUE
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
PRIVATE 15' SANITARY
SEWER EASEMENT
5' PUE
5' PUE
5' PUE
5' PUE
5' PUE
EXISTING 10' OVERLAND
FLOWAGE EASEMENT
BK:2020 PG:17976
PRIVATE 10' STORM
SEWER EASEMENT
SUDAS TYPE A
DRIVEWAY UNTIL ROW
STOP SIGN
STORM DETENTION
EASEMENT
PAVEMENT THICKNESS
SHALLL BE 8"
WITHIN PUBLIC ROW
8' TRAIL
30' SETBACK4' X 12' CBU PAD
4' X 8' CBU PAD 10' LOT SETBACK25' BUILDING SETBACKSTORM DETENTION
EASEMENT
MPE:
958.
7
0
GFE:
959.
0
0 E WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE STE STE STE STE STE ST1
MPE:
955.70
GFE:
955.90
234567
MPE:
957.30
GFE:
957.60
89101112
42
43
44
45
46
MPE:
952.00
GFE:
954.80
47
48
49
69
MPE:
955.00
GFE:
955.30
68
67
66
65
64
MPE:
953.50
GFE:
953.80
63
62
70
MPE:
955.00
GFE:
956.10
71
72
73
74
75
76
77
16
MPE:
956.40
GFE:
956.70
17
18
19
20
21
MPE:
955.00
GFE:
955.30
22
23
13
14
15
4041
MPE:
952.00
GFE:
954.40
MPE:
957.30
GFE:
957.60
MPE:
957.30
GFE:
957.60
MPE:
957.30
GFE:
957.60
MPE:
957.30
GFE:
957.60
MPE:
957.30
GFE:
957.60
MPE:
958.
7
0
GFE:
959.
0
0
MPE:
958.
7
0
GFE:
959.
0
0
MPE:
956.40
GFE:
956.70
MPE:
956.40
GFE:
956.70
MPE:
956.40
GFE:
956.70
MPE:
956.40
GFE:
956.70
MPE:
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
953.50
GFE:
953.80
MPE:
953.50
GFE:
953.80
MPE:
955.00
GFE:
956.10
MPE:
955.00
GFE:
956.10
MPE:
955.00
GFE:
956.10
MPE:
955.00
GFE:
956.10
MPE:
952.00
GFE:
953.60
MPE:
952.00
GFE:
953.60
MPE:
952.00
GFE:
953.60
MPE:
952.00
GFE:
954.80
MPE:
952.00
GFE:
954.80
MPE:
952.00
GFE:
954.80
MPE:
952.00
GFE:
954.80
MPE:
952.00
GFE:
954.40
MPE:
955.70
GFE:
955.90
MPE:
955.70
GFE:
955.90
MPE:
955.70
GFE:
955.90
MPE:
955.70
GFE:
955.90
MPE:
955.70
GFE:
955.90
MPE:
953.50
GFE:
954.60
MPE:
953.50
GFE:
954.60
MPE:
953.50
GFE:
954.60 -2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.6%-2.1%-2.0%
-2.0%
-2.0%-2.0%-2.0%-2.1%
-2.0%-2.0%-2.0%-2.0%
-2
.1%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%
-1.5%-1.5%-1.4%-3:1 -3:1-3:1-2.0%-4.
3
%
-2.3%
-2.0%-2.0%-2.0%-2.0%
-6.9%
-17.5%-12.8
%-30.5%-31.0%-28.2%-23.6%-31.0%-33
.2%
-32.5%
-23.3%
-28.4%
-30.0%
-22.1
%
-33.3
%
-33.3
%
100-YR: 955.76
100-YR: 955.87
100-YR: 954.44
100-YR: 954.27
100-YR: 953.67
100-YR: 956.99
100-YR: 955.34
100-YR: 955.10
100-YR: 953.81
100-YR: 953.60
100-YR: 953.60
100-YR: 952.19
100-YR: 952.12
955
953954955
955952953954
954956
9569579
5
7960965
955956957958945950943944946947948949951952953954955
955
956
957
958
959
955955954954956960 960960965970975980
959959959959959959961962963964966967968969971972973974976977978979
97097598098596696796896997197297397497697797897998198298398498698796096597097598098595895996196296396496696796896997197297397497697797897998198298398498698795
0
955
946946
946 94794
8
94
9
95
1
952
953
954
956
957
958
959
96597097598098596296396496696796896997197297397497697797897998198298398498698798896095695695795895996194594294
2
943944946953953955955954954956
945942943944955
954954
956
957
958
960965
957958959961962963964966967968969
965970975980985964966967968969971972973974976977978979981982983984960
958959
961962
955955954954956957960
960
960
957
957
958
958
959
959
961
954.40
954.40
954.40
959.00
959.00
959.00
959.00
955.30
955.30 955.30
955.30
954.40
954.40
954.40
957.60
957.60 957.60
957.60
957.60
959.00
959.00
959.00
959.00
956.10
956.10
956.10
956.10956.70
956.70
956.70
OVERFLOW = 957.33
OVERFLOW = 955.36
OVERFLOW = 954.00
OVERFLOW = 955.36
OVERFLOW = 954.00
OVERFLOW = 954.00
OVERFLOW = 952.50
OVERFLOW = 956.30
OVERFLOW = 954.65
OVERFLOW = 956.30
OVERFLOW = 954.65
OVERFLOW = 954.06
OVERFLOW = 953.97
BW:956.00
TW:960.00
BW:956.00
TW:960.00
BW:956.00
TW:960.00
958.77
957.69
957.36
955.76 955.47
955.25
955.24
954.67
954.72
956.90957.02
OVERFLOW = 946.00
959.00
959.00
959.00
959.00
957.51
958.40
959.00
959.00
959.00
959.00
959.00
956.95
957.60
957.60
957.60
957.60
957.60 957.60
957.60
957.60
957.59956.90 957.18
957.60
957.60
957.60
957.60
955.79
955.81
956.70
956.70 956.70
956.70
956.70
959.00
959.00
959.00
959.00
959.00
957.80
959.00
959.00
957.60
958.99
959.00
956.10
956.10
956.10
956.10
955.36
956.10
956.10
956.11
956.10
955.25
955.47956.10
956.10
956.11
956.10
955.36
956.10
956.10
956.11
956.10
955.47
955.24956.10
956.10
956.11956.10
955.36
956.10
956.10
956.11
956.10
955.24
955.47956.10
956.10
956.11
956.10
955.36
956.10
956.10
956.10
956.10
955.47
955.24956.10
956.10
956.11956.10
955.35
954.60
954.60
954.60
954.60
953.68
953.46954.60
954.60
954.60
953.57
954.60
954.60
954.60
954.60
953.46
953.69954.60
954.60
954.60
953.58
954.60
954.60
954.60
954.60
953.71
953.49954.60
954.60
954.60
953.58
954.60
953.50
955.10
955.10 955.10
955.10
955.10
954.89
954.42955.10
955.10
955.10
955.10
954.55
955.10
955.10
955.10
955.10
954.43
954.18955.10
955.10
955.10
955.10
954.30
955.10
955.10
955.10
955.10
954.18
953.93955.10
955.10
955.10
955.10
954.05
955.10
955.10
955.10
955.10
953.93
953.49955.10
955.10
955.10
955.10
953.52
955.10
955.10
955.10
953.48
953.41955.10
955.10
955.10
955.10
953.45
953.60
953.60
953.60
953.60
953.60
952.15
952.15953.60
953.60
953.60
953.60
952.17
953.60
953.60
953.60
953.60
952.15
952.08953.60
953.60
953.60
953.60
952.11
953.60
953.60
953.60
953.60
952.08
951.97953.60
953.60
953.60
953.60
952.04
953.60 951.97
954.59
954.46
955.30
955.30
955.30
955.30955.30
955.30
955.30 955.30
955.30
954.43
954.53
954.74
955.30
955.30
955.30
955.30955.30
955.30
955.30 955.30
955.30
954.73
954.53
954.44
955.30
955.30
955.30
955.30955.30
955.30
955.30 955.30
955.30
954.42
954.61
954.75
955.30
955.30
955.30
955.30955.30
955.30
955.30 955.30
955.30
954.73
954.58
954.45
955.30
955.30
955.30
955.30955.30
953.80
953.80 953.80
953.80
953.03
952.89
952.74
953.80
953.80
953.80
953.80953.80
953.80
953.80 953.80
953.80
952.72
952.84
953.05
953.80
953.80
953.80
953.80953.80
953.80
953.80 953.80
953.80
953.04
952.94
952.75
953.80
953.80
953.80
953.80953.80
953.80 953.80953.80
954.40
954.50 954.40
954.70 954.70
954.40
954.40
954.40
954.40
954.40
954.69 954.40
954.70
954.40
954.40
954.40
954.60
954.60
954.60
956.70
956.70
956.70
955.81
956.04
956.20
956.70
956.70 956.70
956.70
956.70
956.70
956.70
956.70
956.20
956.17
956.15
956.70
956.70 956.70
956.70
956.70
956.70
956.70
956.70
956.15
956.27
956.37
956.70
956.70 956.70
956.70
956.70
956.70
956.70
956.70
956.37
956.33
956.29
956.70
956.70 956.70
956.66
956.70
955.30
955.30
955.30
954.86
954.74
954.58
955.30
955.30 955.30
955.30
955.30
955.30
955.30
955.30
954.58
954.63
954.68
955.30
955.30 955.30
955.30
955.30
955.30
955.30
955.30
954.68
954.47
954.20
955.30
955.30 955.29
955.30
955.30
955.30
957.60
957.60 957.60
957.60
957.60
957.60957.59 957.60
957.60
957.60
957.60
957.60
957.60
957.60 957.59
957.60
957.60
957.60957.60 957.60
957.60
957.60
957.60
957.60
957.60
957.60 957.60
957.60
957.60
957.41957.60 957.58
957.60
957.60
957.60
957.60
957.60
957.60 957.60
957.60
957.59
955.72957.47 957.19
957.60
957.60
957.60
957.60
955.90
955.90 955.90
955.90
955.90
954.37954.71 954.53
955.90
955.90
955.90
955.90
955.90
955.90 955.90
955.90
955.90
954.63954.37 954.62
955.90
955.90
955.90
955.90
955.90
955.90 955.90
955.90
955.90
954.37954.63 954.44
955.90
955.90
955.90
955.90
955.90
955.90 955.90
955.90
955.90
954.81954.37 954.63
955.90
955.90
955.90
955.90
955.90
955.90 955.90
955.90
955.90
954.20954.81 954.52
955.90
955.90
955.90
955.90
955.90
955.90 955.90
955.90
955.88
953.57954.20 953.86
955.90
955.90
955.90
955.90
976.93 959.79
978.34
979.72
956.91 955.76
954.22
954.46
955.65956.92
953.86 953.42
953.60954.03
954.02954.45
955.30
955.30
955.30
956.70
956.70
956.70
956.70
956.70
956.70
959.00
957.60 955.90
955.30
954.60
956.10
-2.0%955.47
954.72
954.90
100-YR: 953.59
955.90-2.0%-2.0%
PROJECT NUMBER:
PAGE NUMBER:
DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
8GRADING PLANFeet
0 20 40
JUNIPER DREMBER DRGLENVIEW ST
PRAIRIE BLUFF DRIVEDETENTION BASIN
TOP OF BASIN ELEVATION: 947.50
100-YEAR ELEVATION: 945.91
BOTTOM OF BASIN ELEVATION: 940.50
EMERGENCY OVERFLOW ROUTE
4' RETAINING WALL
OUTLOT A
100-YEAR ELEVATION
10' LOT SETBACK
25' BUILDING SETBACK
10' LOT SETBACK25' BUILDING SETBACK
E ST E ST E WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE ST
393837
MPE:
945.00
GFE:
951.10
36
MPE:
945.10
GFE:
951.10
35
MPE:
945.60
GFE:
951.10
34
MPE:
946.40
GFE:
952.90
33
MPE:
946.90
GFE:
952.90
32
MPE:
947.40
GFE:
952.90
31
MPE:
948.00
GFE:
952.90
30
MPE:
948.40
GFE:
952.90
49
50
51
MPE:
952.00
GFE:
953.60
52
53
54
55
MPE:
952.00
GFE:
952.30
62
61
60
59
MPE:
952.00
GFE:
952.30
58
57
56
77
78
79
80
MPE:
952.00
GFE:
953.10
81
82
83
23
24
25
26
MPE:
953.70
GFE:
954.00
27
28
29
E SS
E SS
E SS
E SS
E SS
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
955.00
GFE:
955.30
MPE:
953.70
GFE:
954.00
MPE:
953.70
GFE:
954.00
MPE:
953.70
GFE:
954.00
953.50
GFE:
953.80
MPE:
953.50
GFE:
953.80
MPE:
953.50
GFE:
953.80
MPE:
953.50
GFE:
953.80
MPE:
952.00
GFE:
952.30
MPE:
952.00
GFE:
952.30
MPE:
952.00
GFE:
952.30
MPE:
953.50
GFE:
954.60
MPE:
952.00
GFE:
953.10
MPE:
952.00
GFE:
953.10
MPE:
952.00
GFE:
953.10
MPE:
952.00
GFE:
952.30
MPE:
952.00
GFE:
952.30
MPE:
952.00
GFE:
952.30
MPE:
952.00
GFE:
953.60
MPE:
952.00
GFE:
953.60
MPE:
952.00
GFE:
953.60
MPE:
953.50
GFE:
954.60
MPE:
953.50
GFE:
954.60
953.50
GFE:
954.60
MPE:
945.00
GFE:
951.10
MPE:
945.00
GFE:
951.10
-2.0%-2.5%-2.2%-2.5%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-1.6%-1.5%-2.0%-2.0%-2.0%-3:1 -3:1-3:1
-3:1-2.0%-2.0%-2.0%-2.0%-2.0%
-28.4%
-17.1%
-14.1%-21.2%-22.3%-30.0%-28.1%-33.3%-33.3
%0.0%100-YR: 953.76
100-YR: 952.42
100-YR: 952.45
100-YR: 952.12
100-YR: 950.67
100-YR: 950.58
945950 944946947948949951952953 950951952952953954955
945
950
946
947
948
949
951
952 953953954951951952952953955960965970975980985954956957958959961962963964966967968969971972973974976977978979981982983984986987
945
950955960965942 942943944946947948
9499519529539549569579589599619629639649669679689459
4
3
943 944940945950939941942943944946947948949941941
9429439459449469459509469479489499519
5
2
945
950
942
942
943
943
944
946947
948
949952 945950942943944946947948949951960965970975957958959961962963964966967968969971972973974976977978955955954954956957952.90 952.90
952.90
952.90
OVERFLOW = 954.00
OVERFLOW = 954.00
OVERFLOW = 952.70
OVERFLOW = 952.77
OVERFLOW = 952.50
OVERFLOW = 950.99
OVERFLOW = 950.99
BW:954.00
TW:958.00
BW:954.00
TW:958.00
BW:954.00
TW:958.00
BW:954.00
TW:958.00
OVERFLOW = 944.98
952.41
OVERFLOW = 946.00
OVERFLOW = 952.50
954.60 954.60
954.60 953.69954.60
954.60
954.60
953.58
954.60
954.60
954.60
954.60
953.71
953.49954.60
954.60
954.60
953.58
954.60
954.60
954.60
954.60
953.50
953.71954.60
954.60
954.60
953.50
954.60
954.60
954.60
953.72
953.57954.60
954.60
954.60
953.61
953.10
953.10
953.10
953.10
952.18
951.96953.10
953.10
953.10
953.10
952.07
953.10
953.10
953.10
953.10
951.95
952.17953.10
953.10
953.10
953.10
952.06
953.10
953.10
953.10
953.10
952.17
951.94953.10
953.10
953.10
953.10
952.05
953.10
953.10
953.08953.10
951.94
952.16953.10
953.10
953.10
953.10
952.05
953.60 953.60
953.60 952.08953.60
953.60
953.60
952.11
953.60
953.60
953.60
953.60
952.08
951.97953.60
953.60
953.60
953.60
952.04
953.60
953.60
953.60
953.60
951.97
951.93953.60
953.60
953.60
953.60
951.95
953.60
953.60
953.57
953.60
951.93
950.94953.60
953.60
953.60
953.60
951.01
952.30
952.30
952.30
952.30
952.30
951.58
951.76952.30
952.30
952.30
952.30
951.59
952.30
952.30
952.30
952.30
951.76
951.59952.30
952.30
952.30
952.30
951.63
952.30
952.30
952.30
952.30
951.59
951.51952.30
952.30
952.30
952.30
951.59
952.30
952.30
952.30
952.30
951.51
951.47952.30
952.30
952.30
952.30
951.46
952.30
953.80
953.80952.84
953.05 953.80
953.80953.80
953.80
953.80 953.80
953.80
953.04
952.94
952.75
953.80
953.80
953.80
953.80953.80
953.80
953.80 953.80
953.80
952.73
952.91
953.05
953.80
953.80
953.80
953.80953.80
953.80
953.80 953.80
953.80
953.03
952.88
952.72
953.80
953.75
953.80
953.80953.80
952.30
952.30 952.30
952.30
951.52
951.40
951.24
952.30
952.30
952.30
952.30952.30
952.30
952.30 952.30
952.30
951.22
951.33
951.54
952.30
952.30
952.30
952.30952.30
952.30
952.30 952.30
952.29
951.53
951.34
951.25
952.30
952.30
952.30
952.30952.30
952.30
952.30 952.30
952.30
951.23
951.40
951.55
952.30
952.30
952.30
952.30
952.30
952.90
952.40 952.37
952.90
952.90
952.90
952.90 952.90
952.90
952.90
952.48 952.90
952.49 952.41
952.90
952.90
952.90
952.90
952.90 952.90
952.90
952.90
952.36 952.90
952.36 952.34
952.90
952.90
952.90
952.90 952.90
952.90
952.90
952.32 952.90
952.30 952.29
952.90
952.90
952.90
952.90 952.90
952.90
952.90
952.27 952.90
952.28 952.23
952.90
952.90
952.90
951.10 951.10
951.10
951.10
950.56 951.10
950.56 950.54
951.10
951.10
951.10
951.10
951.10 951.10
951.10
951.10
950.53 951.10
950.52 950.50
951.10
951.10
951.10
951.10 951.10
951.10
951.10
950.48 951.10
950.49 950.45
951.10
951.10
951.10
951.10 951.10
951.10
951.10
950.44 951.10
950.46 950.40
951.10
951.10
951.10
951.10 951.10
951.10
951.10
950.37 951.10
949.86 949.55
951.10
951.10
951.10
954.60
954.60
954.60
954.60
OVERFLOW = 943.84
955.30 955.30
954.63
954.68
955.30
955.30
955.30
955.30
955.30
955.30
954.68
954.47
954.20
955.30
955.30 955.29
955.30
955.30
955.30
955.30
955.30
954.20
954.20
954.21
955.30
955.30 955.29
955.30
955.30
955.30
955.30
955.30
954.21
953.72
953.45
955.30
955.30 955.30
955.30
955.26
955.30
954.00
954.00
953.99
952.97
952.78
952.58
954.00
954.00 954.00
954.00
954.00
954.00
953.99
954.00
952.58
952.77
952.96
954.00
954.00 954.00
954.00
954.00
954.00
954.00
954.00
952.96
952.78
952.91
954.00
954.00 954.00
954.00
954.00
954.00
954.00
952.91
952.81
952.67
954.00
954.00 954.00
954.00
953.99
954.00
969.08
943.96
982.15
978.88
952.63 952.19
952.28
952.72
953.24953.05
953.41
953.21
952.59
951.76
951.81
950.95
954.00
954.00
954.00
954.00
955.30
955.30
955.30
952.30
953.80
953.10
944.06 -2.0%100-YR: 944.87
-2.0%PROJECT NUMBER:
PAGE NUMBER:
DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
9GRADING PLANFeet
0 20 40
JUNIPER DREMBER DREASTON ST PRAIRIE BLUFF DRIVEEXISTING 10' OVERLAND
FLOWAGE EASEMENT
DETENTION BASIN
TOP OF BASIN ELEVATION: 943.96
100-YEAR ELEVATION: 942.97
BOTTOM OF BASIN ELEVATION: 938.25
EMERGENCY OVERFLOW ROUTE
4' RETAINING WALL
OUTLOT A
100-YEAR ELEVATION
100-YEAR ELEVATION
25' BUILDING SETBACK
10' LOT SETBACK
952.48952.76
952.64
953.05
953.10
952.93952.98
5.62%
6.14%
1.00%
1.00%
951.60
951.72 951.02
950.78
950.66
951.07
951.12
950.95
951.00
5.63%1.50%1.00%1.50%1.00%6.00%1.50%1.50%1.50%1.50%1.50%943.59
943.62
943.50
944.98
943.81943.86
6.20%1.50%1.00%943.33
943.45
943.32 943.28
943.16
943.59
943.47 943.52
6.20%1.00%
944.93
1.00%6.20%1.50%1.50%1.00%6.20%1.50%1.50%943.641.50%1.50%954.65954.60
1.50%1.00%6.00%954.35954.30
954.43954.38
954.73954.68 1.50%1.00%
1.00%6.00%1.00%
1.50%
1.50%
1.50%6.00%6.00%955.76 955.69
954.97
955.03
954.984.20%4.20%1.00%1.00%1.40%
1.40%
1.40%
1.40%
6.20%6.20%6.20%1.40%
1.40%
955.55
955.48
955.60
955.53
955.91
955.84
955.23
955.28
6.20%
955.34
955.41
955.29 955.36
1.00%1.00%1.00%1.00%955.37
955.49
955.62
955.77 955.52G956.02G
955.37955.87G
955.74G 955.24
955.62G 955.12
954.65
954.90G
954.40G
949.39949.31
949.70
949.85
949.78
2.00%1.40%1.40%1.50%1.00%
1.00%
1.50%6.20%6.20%949.29949.21
949.37949.29
949.68949.60
949.43
949.51950.16
950.21
949.09949.14
6.20%
6.20%1.50%1.50%
1.50%
1.50%2.00%1.40%1.50%949.64
949.83
949.92
950.03 949.78G950.28G
949.67G950.17
949.58G950.08
949.39
949.89
950.51
950.76
950.26
951.76
951.69
2.00%1.60%1.50%6.20%6.20%951.56951.49G
951.64951.57G
951.95951.88
1.50%
1.50%
1.50%
1.50%
951.74
951.82 1.60%6.20%951.99G
952.07G952.14
952.06
952.37
952.31
2.00%1.50%
1.50%6.20%1.60%1.60%1.60%951.61
951.36
951.15
951.06
951.36G
951.86G
951.11G
951.61
950.90G951.40
950.95
950.70G
951.20G
951.72
951.97
952.22
951.31 950.81G
PROJECT NUMBER:
PAGE NUMBER:
DATE:
ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
10GRADING PLANSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499PRAIRIE BLUFF DRIVE
GLENVIEW STGLENVIEW STJUNIPER DR
EMBER DR
EASTON STEASTON STGLENVIEW STEASTON STPRAIRIE BLUFF DRIVE
JUNIPER DR
SHEET INDEX SHEET INDEX SHEET INDEX
SHEET INDEX
SHEET INDEXSHEET INDEX
Feet
0 10 20
Feet
0 10 20
Feet
0 10 20
Feet
0 10 20
Feet
0 10 20
Feet
0 10 20
CAST IRON
WARNING PANEL
(TYP.)
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE S
TP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W123456789101112
42
43
44
45
46
47
48
49
50
69
68
67
66
65
64
63
62
61
70
71
72
73
74
75
76
77
78
16
17
18
19
20
21
22
23
24
13
14
15
4041P SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP SSP SSP WP WP SSP SSP SSP SSP SSP SSP W
P S
S
P S
S
P S
SP SSP SSP WP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSTTTTTTTP-05
192LF 8" PVC @ 0.80%
P-10
185LF 8" PVC @
1
.
3
9
%P-04224LF 8" PVC @ 0.80%P-07416LF 8" PVC @ 0.89%L-3275LF 15" HDPE @ 3.00%L-3356LF 15" HDPE @ 0.79%L-38
61LF 12" HDPE @ 0.70%
L-18
81LF 18" HDPE @ 0.79%L-2552LF 12" HDPE @ 1.69%L-23
36LF
1
2"
H
D
P
E
@
1.
0
0
%L-2633LF 12" HDPE @ 0.70%L-017
105LF 18" HDPE @ 2.10%
L-16
113LF 30" HDPE @ 0.74%
ST-32
SW-505
TC:952.87
FL IN:948.94 15" W
FL OUT:948.84 15" E
ST-33
18" NYLOPLAST INTAKE W/
18" DOME GRATE INLET
RIM:953.54
FL IN:949.48 12" W
FL OUT:949.38 15" E
ST-38
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:955.61
FL OUT:952.61 12" N
ST-18
SW-501
TC:954.53
FL IN:948.90 18" S
FL OUT:948.80 18" N
ST-16
SW-501 CAST IN PLACE
TC:953.17
FL IN:943.39 24" E
FL IN:945.86 18" S
FL OUT:943.14 30" N
ST-25
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:953.48
FL OUT:950.48 12" E
ST-27
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:951.99
FL OUT:949.00 12" W
ST-23
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:956.74
FL OUT:953.74 12" SE
ST-28
18" NYLOPLAST INTAKE W/
18" DOME GRATE INLET
RIM:953.47
FL IN:950.11 12" E
FL OUT:950.02 15" W
ST-31
48" SW-401
RIM:953.18
FL IN:946.58 15" W
FL OUT:945.03 15" E
ST-15
30" FES
FL:942.30 S
ST-17
48" SW-401
RIM:952.99
FL IN:948.31 12" W
FL IN:948.31 12" E
FL IN:948.16 18" S
FL OUT:948.06 18" N
ST-10
24" FES
FL:940.50 E
ST-30
15" FES
FL:944.00 WL-3134LF 15" HDPE @ 3.00%ST-26
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:951.98
FL IN:948.63 12" E
FL OUT:948.54 12" W
ST-24
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:953.48
FL IN:949.60 12" W
FL OUT:949.50 12" E
ST-22
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:958.12
FL IN:953.38 12" NW
FL OUT:953.28 12" E
ST-21
18" NYLOPLAST INTAKE W/
18" DOME GRATE INLET
RIM:954.87
FL IN:951.87 12" W
FL OUT:951.77 15" E
ST-20
18" NYLOPLAST INTAKE W/
18" DOME GRATE INLET
RIM:954.86
FL IN:951.01 15" W
FL OUT:950.90 15" E
ST-29
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:953.48
FL OUT:950.48 12" W
ST-19
48" SW-401
RIM:954.37
FL IN:949.84 15" W
FL IN:949.84 15" E
FL OUT:949.59 18" N L-2460LF 12" HDPE @ 2.00%L-2752LF 12" HDPE @ 0.70%L-22102LF 12" HDPE @ 1.39%L-2151LF 15" HDPE @ 1.50%L-2060LF 15" HDPE @ 1.75%L-2834LF 15" HDPE @ 0.55%L-2952LF 12" HDPE @ 0.70%L-19
114LF 18" HDPE @ 0.60%
L-37
109LF 12" HDPE @ 0.90%L-36
54LF 12" HDPE @ 0.70%
L-35
80LF 12" HDPE @ 0.70%L-3454LF 12" HDPE @ 0.70%ST-37
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:955.79
FL IN:952.18 12" S
FL OUT:952.08 12" N
ST-36
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:954.10
FL IN:951.10 12" S
FL OUT:951.00 12" N
ST-35
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:954.19
FL IN:950.62 12" S
FL OUT:950.52 12" N
ST-34
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:953.55
FL IN:949.96 12" S
FL OUT:949.86 12" E
CRITICAL CROSSING
FG: 953.92
BOTTOM OF STORM=949.17
TOP OF WATER=947.37
CRITICAL CROSSING
FG: 955.26
BOTTOM OF STORM=949.07
TOP OF WATER=947.27
UTILITY CROSSING
FG: 954.52
BOTTOM OF STORM=948.95
TOP OF SANITARY=945.37
UTILITY CROSSING
FG: 953.17
BOTTOM OF STORM=946.09
TOP OF SANITARY=941.92
CRITICAL CROSSING
FG: 953.46
BOTTOM OF STORM=946.42
TOP OF WATER=944.62
CONNECT TO
EXISTING 8"
WATER MAIN WITH
TAPPING VALVE
ASSEMBLY
1" DOMESTIC
SERVICE (TYP)
SANITARY
SERVICE (TYP)
EXISTING 24"
STORM
EXISTING 8"
SANITARY
EXISTING 15"
STORM
EXISTING 24"
STORM
8" TEE8" VALVE
HYDRANT
ASSEMBLY
45° BEND
45° BEND
HYDRANT
ASSEMBLY
HYDRANT
ASSEMBLY
HYDRANT
ASSEMBLY
8" VALVE
TRANSFORMER
TRANSFORMERTRANSFORMER TRANSFORMERTRANSFORMER
TRANSFORMER
TRANSFORMER
EXISTING 8"
WATER
8" VALVE
UTILITY CROSSING
FG: 955.61
BOTTOM OF WATER=949.11
TOP OF SANITARY=945.44
SAN-05
SW-301 48" MH
RIM:953.33
FL OUT:944.32 8" S
SAN-03
SW-301 48" MH
RIM:952.55
FL IN:940.74 8" W
FL OUT:940.64 8" E
SAN-07
SW-301 48" MH
RIM:955.85
FL OUT:945.85 8" E
SAN-04
SW-301 48" MH
RIM:955.49
FL IN:942.78 8" N
FL IN:944.53 8" S
FL OUT:942.53 8" E
SAN-08
SW-301 48" MH
RIM:956.10
FL OUT:947.10 8" N
PROJECT NUMBER:
PAGE NUMBER:
DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
11UTILITY PLANFeet
0 20 40
JUNIPER DREMBER DRGLENVIEW ST
PRAIRIE BLUFF DRIVEUTILITY NOTE:
UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND
FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO
GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE
EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE
DETERMINED BY THE CONTRACTOR. IT IS ALSO THE
RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY
ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE
PLANS ARE PRESENT IN THE FIELD.
NOT TO SCALE
ORIFICE PLATE DETAIL
CAP PIPE
18.0" ORIFICE (STAINLESS STEEL)
TO BE INSTALLED BETWEEN FES
AND FIRST SECTION OF PIPE
INSTALL 18.0" ORIFICE
SEE DETAIL
ST-10
OUTLOT A
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WE ST E ST E WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W39383736353433323130
48
49
50
51
52
53
54
55
63
62
61
60
59
58
57
56
76
77
78
79
80
81
82
83
22
23
24
25
26
27
28
29
P SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WE SS
E SS
E SS
E SS
E SSTTTT
TST-1
24" FES
FL:939.00 NW
EX ST-1
24" FES
FL:938.25 N P-01132LF 8" PVC @ 0.62%P-02
97LF 8" PVC @ 3.22%
P-06
186LF 8" PVC @ 1.72%
P-09
83LF 8" PVC @ 1.83%P-03224LF 8" PVC @ 0.80%P-07416LF 8" PVC @ 0.89%L-2
43LF 24" HDPE @ 0.60%L-950LF 24" HDPE @ 0.50%L-1467LF 15" HDPE @ 1.00%L-5
80LF 15" HDPE @ 1.17%L-367LF 24" HDPE @ 0.50%L-1352LF 12" HDPE @ 0.70%L-4
106LF 18" HDPE @ 1.00%
L-6
107LF 15" HDPE @ 0.56%
ST-2
SW-505
TC:944.13
FL IN:939.36 24" W
FL OUT:939.26 24" SE
ST-14
SW-501
TC:952.25
FL OUT:948.24 15" E
ST-5
48" SW-401
TC:950.84
FL IN:947.57 15" W
FL IN:947.42 15" S
FL OUT:947.32 15" N
ST-3
48" SW-401
RIM:949.41
FL IN:945.22 18" S
FL OUT:944.97 24" W
ST-11
SW-501
TC:950.80
FL IN:944.64 24" E
FL OUT:944.54 24" W
ST-27
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:951.99
FL OUT:949.00 12" W
ST-13
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:950.48
FL OUT:947.48 12" E
ST-4
SW-501
TC:950.49
FL IN:946.53 12" W
FL IN:946.38 15" S
FL OUT:946.28 18" N
ST-6
18" NYLOPLAST INTAKE W/
18" DOME GRATE INLET
RIM:953.59
FL IN:948.27 12" W
FL OUT:948.02 15" N
ST-10
24" FES
FL:940.50 E
ST-12
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:950.47
FL IN:947.12 12" W
FL OUT:947.02 12" E
ST-29
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:953.48
FL OUT:950.48 12" W
ST-8
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:952.18
FL OUT:949.18 12" E
ST-7
15" NYLOPLAST INTAKE W/
15" DOME GRATE INLET
RIM:952.23
FL IN:948.83 12" W
FL OUT:948.73 12" E L-2752LF 12" HDPE @ 0.70%L-2952LF 12" HDPE @ 0.70%L-850LF 12" HDPE @ 0.70%L-766LF 12" HDPE @ 0.70%L-1266LF 12" HDPE @ 0.74%L-10159LF 24" HDPE @ 0.50%ST-9
30" NYLOPLAST INTAKE W/
30" DOME GRATE INLET
RIM:944.74
FL IN:939.71 24" W
FL OUT:939.61 24" EL-11228LF 24" HDPE @ 0.50%CRITICAL CROSSING
FG: 944.47
BOTTOM OF STORM=939.18
TOP OF WATER=937.38
UTILITY CROSSING
FG: 951.06
BOTTOM OF STORM=947.65
TOP OF SANITARY=942.38
UTILITY CROSSING
FG: 950.49
BOTTOM OF STORM=946.60
TOP OF SANITARY=941.00
UTILITY CROSSING
FG: 949.63
BOTTOM OF STORM=944.88
TOP OF SANITARY=938.89
UTILITY CROSSING
FG: 945.39
BOTTOM OF STORM=940.14
TOP OF SANITARY=934.68
CRITICAL CROSSING
FG: 951.48
BOTTOM OF WATER=944.98
TOP OF SANITARY=943.07
CRITICAL CROSSING
FG: 951.26
BOTTOM OF STORM=947.57
TOP OF WATER=945.77
UTILITY CROSSING
FG: 949.94
BOTTOM OF WATER=943.44
TOP OF SANITARY=939.66
CRITICAL CROSSING
FG: 949.71
BOTTOM OF STORM=945.47
TOP OF WATER=943.67
CONNECT TO
EXISTING 8"
WATER MAIN WITH
TAPPING VALVE
ASSEMBLY
1" DOMESTIC
SERVICE (TYP)
SANITARY
SERVICE (TYP)
EXISTING 24"
STORM
EXISTING 8"
SANITARY
EXISTING 24"
STORM
EXISTING 24"
STORM
EXISTING 8"
SANITARY
EXISTING 30"
STORM
HYDRANT
ASSEMBLY
HYDRANT
ASSEMBLY
HYDRANT
ASSEMBLY
HYDRANT
ASSEMBLY
8" TEE8" TEE 8" VALVE
8" VALVE
8" VALVE
8" VALVE
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMERTRANSFORMER
EXISTING 8"
WATER
S-EX1
EX SW-301 48" MH
RIM:937.94
FL IN:934.42 8" E
FL OUT:934.17 8" N
SAN-01
SW-301 48" MH
RIM:944.81
FL IN:935.48 8" S
FL OUT:935.23 8" W
SAN-02
SW-301 48" MH
RIM:949.83
FL IN:938.85 8" W
FL IN:938.70 8" S
FL OUT:938.60 8" N
SAN-06
SW-301 48" MH
RIM:951.15
FL IN:942.15 8" W
FL IN:942.00 8" S
FL OUT:941.90 8" N
SAN-09
SW-301 48" MH
RIM:952.51
FL OUT:943.51 8" N
SAN-03
SW-301 48" MH
RIM:952.55
FL IN:940.74 8" W
FL OUT:940.64 8" E
PROJECT NUMBER:
PAGE NUMBER:
DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
12UTILITY PLANFeet
0 20 40
JUNIPER DREMBER DREASTON ST PRAIRIE BLUFF DRIVEUTILITY NOTE:
UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND
FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO
GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE
EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE
DETERMINED BY THE CONTRACTOR. IT IS ALSO THE
RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY
ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE
PLANS ARE PRESENT IN THE FIELD.
NOT TO SCALE
ORIFICE PLATE DETAIL
CAP PIPE
EX ST-1
INSTALL 18.0" ORIFICE
SEE DETAIL
OUTLOT A
18.0" ORIFICE (STAINLESS STEEL)
TO BE INSTALLED BETWEEN FES
AND FIRST SECTION OF PIPE
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP
W
P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W E STE W
E W E W E W E W E W E W E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W E W E W E W E W E W
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS
E SS E SS
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST
E ST E ST E STE STE STP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W1
2
3
4
5
6
7
8
9
10
11
12
39
38
37
36
35
34
33
32
31
30
42 43 44 45 46 47 48 49 50 51 52 53 54 55
69 68 67 66 65 64 63 62 61 60 59 58 57 56
70 71 72 73 74 75 76 77 78 79 80 81 82 83
16 17 18 19 20 21 22 23 24 25 26 27 28 29
13
14
15
40
41 E SSE SSE SST T
T T
TT
TT
TT
T
T
PROJECT NUMBER:
PAGE NUMBER:
DATE:
ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
13EROSION CONTROL PLANSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499CMP OR HDPE RIDER
PIPE O.D. TO FIT I.D. OF
24" RCP APRON AND
PROVIDE WATERTIGHT
SEAL
QUANTITIES:
12" DIA
RISER
6" MIN.
42" MIN.
TOP OF RISER
ELEVATION= 945.50
8 - 2.0" DIA HOLES
24" CMP OR HDPE
RISER PIPE
FL= 940.50
ITEM
NO.ITEM UNIT TOTAL
1 SILT FENCE LF 1,750
2 CONSTRUCTION
ENTRANCE EA 1
3 CONCRETE
WASHOUT EA 1
4
RIP-RAP
(EROSION
STONE)
TONS 18
5 INLET
PROTECTION EA 31
6 SOD AC 8.5
7
TEMPORARY
STABILIZATION
(TYPE 4 MIX)
AC 8.5
8 TEMPORARY
STAND PIPE EA 2
90° BEND
BRACE CMP OR
HDPE RISER PIPE
AS REQUIRED
WRAP EXTERIOR OF
RISER WITH FILTER
FABRIC
P.C. CONCRETE
FOOTING
TEMPORARY STANDPIPE DETAIL A
NOT TO SCALE
OUTLET PIPE
SILT FENCE
(TYP)
PROPOSED STAGING AREA
(VERIFY EXACT LOCATION WITH
CONTRACTOR)
GRADING
LIMITS
(TYP)
INLET
PROTECTION
(TYP)
CONSTRUCTION
ENTRANCE
CONCRETE
WASHOUT
POTENTIAL TOPSOIL
STOCKPILE LOCATION
SILT FENCE
(TYP)
EROSION STONE
10.0' X 11.3' X 1.1'
5.1 TONS
Feet
0 30 60
TEMPORARY
SEDIMENT BASIN
(STANDPIPE
DETAIL A)
TEMPORARY
SEDIMENT BASIN
(STANDPIPE
DETAIL B)
DISCHARGE SHALL
ULTIMATELY OUTLET
INTO SUGAR CREEK
OUTLOT A
EROSION STONE
10.0' X 12.5' X 1.1'
6.8 TONS
EROSION STONE
10.0' X 12.0' X 1.1'
6.1 TONS
DEWATERING ORIFICE
ELEVATION= 944.00
CMP OR HDPE RIDER
PIPE O.D. TO FIT I.D. OF
24" RCP APRON AND
PROVIDE WATERTIGHT
SEAL
12" DIA
RISER
6" MIN.
42" MIN.
TOP OF RISER
ELEVATION= 941.00
6 - 1.5" DIA HOLES
24" CMP OR HDPE
RISER PIPE
FL= 938.25
90° BEND
BRACE CMP OR
HDPE RISER PIPE
AS REQUIRED
WRAP EXTERIOR OF
RISER WITH FILTER
FABRIC
P.C. CONCRETE
FOOTING
NOT TO SCALE
OUTLET PIPE
DEWATERING ORIFICE
ELEVATION= 940.00
TEMPORARY STANDPIPE DETAIL B
P WP WP WP WP WP WP WP WP WP WP WP WP WP WP W P W P W P W P W P W P W P W P W P W P W P W P W P W
P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W
P WP WP WP WP WP WP WP WP WP WP WP W1
2
3
4
5
6
7
8
9
10
11
12
39
38
37
36
35
34
33
32
31
30
42 43 44 45 46 47 48 49 50 51 52 53 54 55
69 68 67 66 65 64 63 62 61 60 59 58 57 56
70 71 72 73 74 75 76 77 78 79 80 81 82 83
16 17 18 19 20 21 22 23 24 25 26 27 28 29
13
14
15
40
41
T T
T T
TT
TT
TT
T
T
PROJECT NUMBER:
PAGE NUMBER:
DATE:
ENGINEER:
DRAWN BY:
BWS
20-370
05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA
14LANDSCAPE PLANSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 849925' BUFFER REQUIREMENTS (NORTH):
BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER)
1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL
BUFFER LENGTH = 701'
REQUIRED:
OVERSTORY TREES = 14
EVERGREEN TREES = 28
ORNAMENTAL TREES = 28
PROVIDED:
OVERSTORY TREES = 14
EVERGREEN TREES = 28
ORNAMENTAL TREES = 28
25' BUFFER REQUIREMENTS (SOUTH):
BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER)
1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL
BUFFER LENGTH = 690'
REQUIRED:
OVERSTORY TREES = 14
EVERGREEN TREES = 28
ORNAMENTAL TREES = 28
PROVIDED:
OVERSTORY TREES = 14
EVERGREEN TREES = 28
ORNAMENTAL TREES = 28
25' BUFFER REQUIREMENTS (WEST):
BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER)
1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL
BUFFER LENGTH = 559'
REQUIRED:
OVERSTORY TREES = 12
EVERGREEN TREES = 23
ORNAMENTAL TREES = 23
PROVIDED:
OVERSTORY TREES = 12
EVERGREEN TREES = 23
ORNAMENTAL TREES = 23
SITE LANDSCAPE REQUIRMENTS:
REQUIRED:166 TREES (2 TREES PER UNIT)
PROVIDED:166 TREES
25' BUFFER REQUIREMENTS (EAST):
BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER)
1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL
BUFFER LENGTH = 465'
REQUIRED:
OVERSTORY TREES = 10
EVERGREEN TREES = 19
ORNAMENTAL TREES = 19
PROVIDED:
OVERSTORY TREES = 10
EVERGREEN TREES = 19
ORNAMENTAL TREES = 19
Feet
0 40 80
PLANTINGS SCHEDULE (NORTH):
Code Quantity Botanical Name Common Name Size Cond
Deciduous Overstory Trees
QV 4 Quercus velutina Black Oak 8' HT B&B
AB 4 Tilia americana American Basswood 8' HT B&B
PA 3 Plantus x acerifolia London Planetree 8' HT B&B
QR 3 Quercus rubra Red Oak 8' HT B&B
Evergreen Trees
AC 14 Abies Concolor Concolor Fir 6' HT B&B
PG 14 Picea glauca Black Hills Spruce 6' HT B&B
Ornamental Trees
ACA 6 Amelanchier canadensis Serviceberry 6' HT B&B
CC 6 Cercis canadensis Eastern Redbud 6' HT B&B
CP 6 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B
MP 5 Malus Prairifire Prairifire Crabapple 6' HT B&B
AI 5 Amelanchier interior Inland Serviceberry 6' HT B&B
Code Quantity Botanical Name Common Name Size Cond
Deciduous Overstory Trees
QV 3 Quercus velutina Black Oak 8' HT B&B
AB 3 Tilia americana American Basswood 8' HT B&B
PA 2 Plantus x acerifolia London Planetree 8' HT B&B
QR 2 Quercus rubra Red Oak 8' HT B&B
Evergreen Trees
AC 10 Abies Concolor Concolor Fir 6' HT B&B
PG 9 Picea glauca Black Hills Spruce 6' HT B&B
Ornamental Trees
ACA 4 Amelanchier canadensis Serviceberry 6' HT B&B
CC 4 Cercis canadensis Eastern Redbud 6' HT B&B
CP 4 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B
MP 4 Malus Prairifire Prairifire Crabapple 6' HT B&B
AI 3 Amelanchier interior Inland Serviceberry 6' HT B&B
Code Quantity Botanical Name Common Name Size Cond
Deciduous Overstory Trees
QV 3 Quercus velutina Black Oak 8' HT B&B
AB 3 Tilia americana American Basswood 8' HT B&B
PA 3 Plantus x acerifolia London Planetree 8' HT B&B
QR 3 Quercus rubra Red Oak 8' HT B&B
Evergreen Trees
AC 12 Abies Concolor Concolor Fir 6' HT B&B
PG 11 Picea glauca Black Hills Spruce 6' HT B&B
Ornamental Trees
ACA 5 Amelanchier canadensis Serviceberry 6' HT B&B
CC 5 Cercis canadensis Eastern Redbud 6' HT B&B
CP 5 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B
MP 4 Malus Prairifire Prairifire Crabapple 6' HT B&B
AI 4 Amelanchier interior Inland Serviceberry 6' HT B&B
Code Quantity Botanical Name Common Name Size Cond
Deciduous Overstory Trees
QV 4 Quercus velutina Black Oak 8' HT B&B
AB 4 Tilia americana American Basswood 8' HT B&B
PA 3 Plantus x acerifolia London Planetree 8' HT B&B
QR 3 Quercus rubra Red Oak 8' HT B&B
Evergreen Trees
AC 14 Abies Concolor Concolor Fir 6' HT B&B
PG 14 Picea glauca Black Hills Spruce 6' HT B&B
Ornamental Trees
ACA 6 Amelanchier canadensis Serviceberry 6' HT B&B
CC 6 Cercis canadensis Eastern Redbud 6' HT B&B
CP 6 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B
MP 5 Malus Prairifire Prairifire Crabapple 6' HT B&B
AI 5 Amelanchier interior Inland Serviceberry 6' HT B&B
Code Quantity Botanical Name Common Name Size Cond
Deciduous Overstory Trees
QV 21 Quercus velutina Black Oak 8' HT B&B
AB 21 Tilia americana American Basswood 8' HT B&B
PA 21 Plantus x acerifolia London Planetree 8' HT B&B
QR 20 Quercus rubra Red Oak 8' HT B&B
Evergreen Trees
AC 21 Abies Concolor Concolor Fir 6' HT B&B
PG 21 Picea glauca Black Hills Spruce 6' HT B&B
Ornamental Trees
ACA 9 Amelanchier canadensis Serviceberry 6' HT B&B
CC 8 Cercis canadensis Eastern Redbud 6' HT B&B
CP 8 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B
MP 8 Malus Prairifire Prairifire Crabapple 6' HT B&B
AI 8 Amelanchier interior Inland Serviceberry 6' HT B&B
PLANTINGS SCHEDULE (EAST):PLANTINGS SCHEDULE (WEST):PLANTINGS SCHEDULE (SOUTH):PLANTINGS SCHEDULE (SITE):
(3) QR
(5) MP (3) AC (4) QV (6) ACA
(5) PG
(6) CC
(5) AC
(5) AI
(6) CP
(3) PA
(2) AB (2) AB
(6) PG
(4) AC
(5) PG
(3) QV
(2) PA
(2) QR
(3) AB
(4) AC
(4) PG
(4) AC
(3) PG
(2) AC
(2) PG
(4) ACA
(4 CC
(4) CP
(4) MP
(3) AI
(3) AB
(3) PA
(3) QR
(3) QV
(4) MP
(4) AI
(5) ACA
(5) CC
(5) CP
(5) AC
(5) AC
(5) PG
(3) PG
(3) PG
(2) AC
(3) QR(2) AB
(2) QV(2) AB
(2) QV
(3) PA
(5) PG
(4) AC
(3) AC(3) PG
(4) PG
(5) AC
(2) PG(2) AC
(6) ACA
(5) MP
(6) CC
(5) AI
(6) CP
(3) QV
(3) AB (3) PA (3) QR (2) QV
(3) AB
(3) PA
(3) QR
(4) QV
(5) AB
(5) PA
(5) QR
(5) QV
(5) AB
(4) QR
(4) PA
(4) QV (3) PA
(3) AB
(1) QR
(1) QV
(1) QV (1) QV
(1) QR
(1) QR
(1) PA
(1) AB
(1) PA(1) PA
(1) QR
(1) QR (1) AB
(3) AC (3) PG
(4) AC
(5) PG
(6) AC (6) PG (3) AC
(2) PG
(3) AC
(3) PG (2) AC
(2) PG
(3) ACA (3) CC
(3) AI(3) MP
(3) CP
(1) MP (1) MP
(1) AI(1) AI
(4) ACA
(4) CC
(3) CP (3) MP (3) AI
(2) CP
(2) CC
(2) ACA
NOTES:
1.ALL SUBSTITUTIONS SHALL BE APPROVED
IN WRITING BY THE CITY OF WAUKEE
DEVELOPMENT SERVICES DEPARTMENT.
2.OVERSTORY TREES SHALL BE A MINIMUM
OF 8 FEET IN HEIGHT, EVERGREEN TREES
SHALL BE A MINIMUM OF 6 FEET IN HEIGHT,
AND ORNAMENTAL TREES SHALL BE A
MINIMUM OF 6 FEET IN HEIGHT.
OUTLOT A